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Home My WebLink About20251026.tiffExhibit 1 Page 1 EXHIBIT 1 APPLICATION FORM Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: USE BY SPECIAL REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE: AMOUNT $ APPLICATION RECEIVED BY DATE RECEIVED: CASE # ASSIGNED: PLANNER ASSIGNED: PROPERTY INFORMATION Is the propertycurrently in violation? IN No irlYes Violation Case Number: _NSA Parcel Number: _See attachment Site Address: N/A, Approximately 3 miles south of Weld County Rd 68 and Private Road 64 intersection, Weld County, CO Legal Descri Lion: S1/4.of Section 34, T66N R63w of 6th Principal Meridian p Section 2, 3, 16, 11, 14, 15, T65N R63w of 6th Principal Meridian Zoning District: A Acreage: 4,018 Within subdivision or townsite? I No / II Yes Name: NiA Water (well permit # or water district tap #): See Exhibit 26 - Water Supply Documentation Sewer (On -site wastewater treatment system permit # or sewer account #): s'e'e' Exhibit 27 - Sewage Disposal Floodplain No / ri Yes Geological Hazard 11 No ! Yes Airport Overlay is No / Dies P ROJECT USR Use being applied for: Sand Mine Name of proposed business: Kersey Mine P ROPERTY OWNER(S) (Attach addiffonal sheets if necessary.) N ame: Steve Wells Company: Wells Ranch LLLP Phone #: (970) 362-1790 Email: jef#bedingfield@4xindustrial.com Street Address: 32010 County Road 63 City/State/Zip Code: Gill, CO 80624 APPLICANT/ AUTHORIZED AGENT (Authorization Form must be included if there is an Authorized Agent) Name: Brady Reece Company: Colorado Sand Company II, LLC Phone #: (970) 978-9858 Email: breece@capitalsand.com Street Address: 2001 Kirby Drive Suite 360 City/State/Zip Code: Houston TX, 77019 I (we) hereby depose and state under penalties of perjury that all statements, proposals, andlor plans submitted with or contained within the application are true and correct to the best of my (our) knowledge. All fee owners of the property must sign this application. If an Authorized Agent signs, an Authorization Form signed by all fee owners must be included with the application. if the fee owner is a corporation, evidence must be included indicating the signatory has the legal authority town for the corporation. 1 r&. y Signature `SP-41/4\bY ge,ece. 1O/2.112.ii Date Signature Date Print Print 07/22 9 Exhibit 1 Page 2 EXHIBIT 1-1 PROPERTY LOCATION INFORMATION Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Colorado Sand Company II, LLC Kersey Mine Property Location Information Parcel Legal Description Site Address Owner 096515100004 7485 ALL 15 5 63 EXC NA WELLS RANCH UPRR RES 096514100001 7484 ALL 14 5 63 NA WELLS RANCH 096511100002 7479 UPRR ALL 11 RES 5 63 EXC NA WELLS RANCH 096510200003 7473 UND 7/8 INT W2 NA WELLS RANCH LLLP 10563 096510100008 7471 0G&M E2 10 5 63 EXC NA WELLS RANCH 096502100001 7458 MIN ALL S ON 2 N2NE4 5 63 EXC & NA WELLS RANCH N2N2S2NE4 (3S) 079934100003 7713 ALL 34 6 63 999 COUNTY ROAD 99 WELLS RANCH WELD 096503100009 7462 UPRR ALL RES 3 5 63 EXC (2S) NA WELLS RANCH DEPARTMENTS OF PLAN NING 61 ~ BUILDING , DEVELOPMENT REVIEW AND ENVIRONMENTAL HEALTH 1 ,4102 NORTH 17T " AVENUE PO BOX 758 GREELEY CO 80632 - . AUTHORIZATION FORM Wells Ranch LILP Colorado Sand Company II , LLC , give permission to - . ( Owner — please print) ( Authorized Agent/Applicanotmomplease print ) to apply fbr any Planning , Building , Access , Grading or OWTS permits on our behalf. for the property bca '. ed at ( address or parcel number) bellow . See USR . hibR 1 -1 fa parcel mformatwn - • _ •i _ • . - ___ .. . - - - __ _ - - - - . -- -- - -. - i _i- - . - - ___ I _ _ . - - - . . . __ _ - - __ S 1, /4 of Section 34 , T06N R63W of 6th Principlial Me : , i � = ` Fr1PUonIS Section 2 , 3 , 101, . 111 14 , 15 , TOSN R63W of 6th F ; . : ; Subdivision Name . wA mot NSA . .- Block NSA Property Owners Inflo tic ^ Addressi. 32O10 County Road 63 , Gi ' I CO 8024 970- 352 - 1 790 JeffBedingfield@41ndustnal con .. ..Eawmaill : < _ _ : -ze .. Agent/ Applicanot Contact flon .41Address . 200 i Kirby Dnv ,e Suite 360 Hoy = ' - - X 77019 . _ - - . . - _ _ Pho , E 97a978yaS8 a - Mail : Breecelle, capitalsand com - . . Cc - _ _ c . � � _ � : _ ' , �esentto : Owner Author¢edAgenUApplicant � by Mail ❑ Email Ad- ditional Info : �A . - . . _ . _ . - . . . - . . . . . I ( We ) hereby ceRify , under pen alty of perjury an d after carefully reading the entire contents of this dccument, that the information stated above is true and correct to the best of my ( our ) knowledge j: .H' Date Date givner Signature Owner Sigrature SuGscnbed and sworn to before me this of 20 - . _ _- it " a-'tr _ S ' - - C 1 ' _ My CAmmission E , ;. res � // 2a � " " Notary Public - - SANDRA BURKACKI NOTARY PUBLIC STVool OF CO LORADO NGTG 4 v iD 20 t F,S017s09 C 51l ' / :2 SIOtI EXPIRES MAY 11 , 2028 07/22 ii OFFICE OF THE SECRETARY OF STATE OF THE STATE OF COLORADO CERTIFICATE OF DOCUMENT FILED I, Jena Griswold , as the Secretary of State of the State of Colorado, hereby certify that, according to the records of this office, the attached document is a true and complete copy of the Report with Document # 20241178656 of WELLS RANCH LLLP Colorado Limited Liability Limited Partnership (Entity ID # 20021363513 ) consisting of 1 pages. This certificate reflects facts established or disclosed by documents delivered to this office on paper through 11/19/2024 that have been posted, and by documents delivered to this office electronically through 11/25/2024@ 07:38:57. I have affixed hereto the Great Seal of the State of Colorado and duly generated, executed, and issued this official certificate at Denver, Colorado on 11/25/2024 @ 07:38:57 in accordance with applicable law. This certificate is assigned Confirmation Number 16748163 Secretary of State of the State of Colorado *********************************************End of certificate******************************************* Notice: A certificate issued electronically from the Colorado Secretary of State's website is fully and immediately valid and effective. However, as an option, the issuance and validity of a certificate obtained electronically may be established by visiting the Validate a Certificate page of the Secretary of State's website, https://www.coloradosos.gov/biz/CertificateSearchCriteriado entering the certificate's confirmation number displayed on the certificate, and following the instructions displayed. Confirming the issuance of a certificate is merely optional and is not necessary to the valid and effective issuance of a certificate. For more information, visit. 0711' website, https://www.coloradosos.gov click "Businesses, trademarks, trade name.! " and select "Frequently Asked Questions." Colorado Secretary of State Periodic Report filed pursuant to §7-90-301, et seq. and §7-90-501 of the Colorado Revised St Colorado Secretary of State ID#: 20021363513 Document #: 20241178656 Filed on: 02/13/2024 10:00:08 AM Paid: $10.00 The entity name is WELLS RANCH LLLP The entity ID Number is 20021363 513 Jurisdiction under the law of which the entity was formed or registered is Colorado The principal office street address is 32010 WCR 63 GILL CO 80624 US The principal office mailing address is 32010 WCR 63 GILL CO 80624 US The name of the registered agent is Jeff T. Bedingfield The registered agent's street address is 2725 Rocky Mountain Ave Ste 300 Loveland CO 80538 US The registered agent's mailing address is 2725 Rocky Mountain Ave Ste 300 Loveland CO 80538 US The person above has agreed to be appointed as the registered agent for this entity. atutes (C.R.S) Causing this document to be delivered to the Secretary of State for filing shall constitute the affirmation or acknowledgment of each individual causing such delivery, under penalties of perjury, that the document is the individual's act and deed, or that the individual in good faith believes the document is the act and deed of the person on whose behalf the individual is causing the document to be delivered for filing, taken in conformity with the requirements of part 3 of article 90 of title 7, C.R.S., and, if applicable, the constituent documents, and the organic statutes, and that the individual in good faith believes the facts stated in the document are true and the document complies with the requirements of that Part, the constituent documents, and the organic statutes. This perjury notice applies to each individual who causes this document to be delivered to the Secretary of State, whether or not such individual is named in the document as one who has caused it to be delivered. Name(s) and address(es) of the individual(s) causing the document to be delivered for filing Laura Carbaugh 2032 Caribou Drive Fort Collins CO 80525 US Exhibit 4 Page 1 EXHIBIT 4 ARTICLES OF ORGANIZATION Include incorporation documents if the owner is a business entity. Must include statement/delegation of authority documentation. Attached are the Articles of Organization (Exhibit 4-1), Certificate of Formation (Exhibit 4-2), and Statement of Foreign Entity of Authority (Exhibit 4-3) for Colorado Sand Company II, LLC. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Exhibit 4 Page 2 EXHIBIT 4-1 ARTICLES OF ORGANIZATION Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: DocuSign Envelope ID: 6CED2AD2-BC54-45DB-B293-045E564E1687 LIMITED LIABILITY COMPANY AGREEMENT OF COLORADO SAND COMPANY II, LLC Dated as of April 4, 2024 THE LIMITED LIABILITY COMPANY INTERESTS EVIDENCED BY THIS AGREEMENT HAVE NOT BEEN REGISTERED UNDER THE U.S. SECURITIES ACT OF 1933, AS AMENDED (THE"SECURITIES ACT"), OR UNDER THE SECURITIES LAWS OF ANY STATE OF THE UNITED STATES OR ANY OTHER JURISDICTION. SUCH LIMITED LIABILITY COMPANY INTERESTS MAY NOT BE TRANSFERRED OR RESOLD EXCEPT IN COMPLIANCE WITH THE SECURITIES ACT AND APPLICABLE STATE OR OTHER SECURITIES LAWS, PURSUANT TO REGISTRATION THEREUNDER OR EXEMPTION THEREFROM. IN ADDITION, TRANSFER OR OTHER DISPOSITION OF SUCH LIMITED LIABILITY COMPANY INTERESTS IS FURTHER RESTRICTED AS PROVIDED IN THIS AGREEMENT. PURCHASERS OF LIMITED LIABILITY COMPANY INTERESTS SHOULD BE AWARE THAT THEY WILL BE REQUIRED TO BEAR THE FINANCIAL RISKS OF THEIR INVESTMENT FOR AN INDEFINITE PERIOD OF TIME. 4869-9283-1671, v. 3 DocuSign Envelope ID: 6CED2AD2-BC54-45DB-B293-045E564E1687 This LIMITED LIABILITY COMPANY AGREEMENT (this "Agreement") of COLORADO SAND COMPANY II, LLC, a Delaware limited liability company (the "Company"), is adopted, executed and entered to as of April 4, 2024 (the "Effective Date") by the Company and the Sole Member (as defined below). WITNESSETH: WHEREAS, on April 4, 2024, the Company was formed as a limited liability company by the filing of the Company's Certificate of Formation (as amended, supplemented or otherwise modified from time to time, the "Certificate") with the Secretary of State of the State of Delaware pursuant to and in accordance with the Delaware Limited Liability Company Act, Title 6, Chapter 18 of the Delaware Code, as amended from time to time (the "Act"); NOW, THEREFORE, for and in consideration of the mutual covenants contained herein, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the Company and the Sole Member hereby agree as follows: ARTICLE I THE COMPANY Section 1.1 Formation of the Company; Term. The Company has been organized as a Delaware limited liability company by the filing of the Certificate with Secretary of State of the State of Delaware under and pursuant to the Act on April 4, 2024. The Company commenced upon the effectiveness of the Certificate and its existence shall be perpetual, unless and until it is dissolved in accordance with ection 4.1. Section 1.2 Purpose of the Company; Powers. The purposes of the Company are to engage in any lawful act or activity for which limited liability companies may be formed under the Act and to engage in any and all activities necessary or incidental thereto. Section 1.3 Name of the Company. The name of the Company is "COLORADO SAND COMPANY H, LLC", and all business and affairs must be conducted in that name or such other names that comply with applicable law as the Board may approve by Board Approval. Section 1.4 Registered Office; Registered Agent; Principal Place of Business. The registered office of the Company required by the Act to be maintained in Delaware shall be the office of the initial registered agent named in the Certificate or such other office (which need not be a place of business of the Company) as the Board may designate in the manner provided by law. The registered agent of the Company in Delaware shall be the initial registered agent named in the Certificate or such other person or persons as the Board may designate in the manner provided by law. The principal office of the Company shall be at such place as the Board may designate (the "Principal Office"). Section 1.5 Foreign Qualification. The Board shall cause the Company to comply with all requirements necessary to qualify the Company as a foreign limited liability company in foreign jurisdictions if such jurisdictions require qualification, including without limitation, Colorado. Section 1.6 Sole Member. Colorado Sand Company LLC, a Delaware limited liability company (the "Sole Member") shall be the sole member of the Company. 1 4869-9283-1671, v. 3 DocuSign Envelope ID: 6CED2AD2-BC54-45DB-B293-045E564E1687 ARTICLE II MANAGEMENT OF THE COMPANY Section 2.1 Management. (a) The business and affairs of the Company shall be managed by or under the direction of a board of managers (each, a "Manager", collectively, the "Board" or the "Managers "), to whom, subject to the limitations set forth in this Agreement and as otherwise required by the Act, the Sole Member hereby delegates, and in which is vested, the full, exclusive and complete power, authority and discretion to manage and control the administration, affairs and operations of the Company. All actions, determinations, elections, judgments, approvals, considerations, amendments, calls or designations taken or omitted to be taken by the Board pursuant to this Agreement (whether to the Board's satisfaction, sole discretion or otherwise) shall be taken or omitted to be taken only with Board Approval. "Board Approval" is the affirmative vote of, or written consent signed by, the Managers holding a majority of the number of votes of the Managers. (b) Unless explicitly provided otherwise in this Agreement, the Board shall have the power, right and authority on behalf and in the name of the Company and its subsidiaries to carry out any and all of the objects and purposes of the Company and its subsidiaries and to perform all acts which the Board, in its sole discretion, may deem necessary or desirable. Section 2.2 Manager's Standard of Care; Indemnity of Managers. (a) Each Manager shall perform his or her duties in good faith, in a manner it reasonably believes to be in the best interests of the Company. A Manager who so performs its duties as Manager shall not have any liability by reason of being or having been a Manager of the Company and shall be entitled to indemnification as set forth in Section 2.2(b) below. (b) To the fullest extent permitted under the Act, provided that a Manager fully complies with the standard of care set forth in Section 2.2(a), the Manager shall be entitled to indemnification and advancement of expenses from the Company for and against any loss, damage, claim or expense (including attorneys' fees) whatsoever incurred by the Manager relating to or arising out of any act or omission or alleged acts or omissions performed or omitted by the Manager on behalf of the Company; provided, however, that any indemnity under this Section 2.2(b) shall be provided out of and to the extent of Company assets only, and neither the Sole Member nor any other person shall have any personal liability on account thereof. The exculpation of liability and indemnification provided by this Section 2.2 shall not be deemed exclusive of any other limitation on liability or rights to which those seeking indemnification may be entitled under any statute, agreement, Sole Member vote or otherwise. Section 2.3 Compensation of Managers. No Manager shall be entitled to any compensation from the Company for performing the duties of a Manager hereunder. A Manager shall be reimbursed for all reasonable expenses incurred in connection with the management of the Company. Section 2.4 Board Composition; Initial Managers. The composition of the Board, the number of Managers, and the persons comprising the Managers for the Company shall be identical to the persons serving as Managers on the Board of the Sole Member at all times. Any changes in the composition to the Board of the Sole Member shall be immediately effective for the Board of the Company and, if necessary, the Company and the Sole Member agree to take all actions to immediately appoint and remove the Managers of the Company to mirror the Board of the Sole Member. The Managers as of the Effective Date are Jamie Farmer Patterson and David G. Patterson. 2 4869-9283-1671, v. 3 DocuSign Envelope ID: 6CED2AD2-BC54-45DB-B293-045E564E1687 Section 2.5 Meetings of the Board. (a) Meetings of the Board shall be held at least semi-annually and, otherwise, provided a Board meeting has not been held in the previous six (6) months, at the written request of the Sole Member, on at least ten (10) business days' prior written notice. (b) Each Manager shall have one (1) vote. Unless otherwise required by this Agreement, Managers having at least two (2) votes, either present (in person or by teleconference) or represented by proxy, shall constitute a quorum for the transaction of business at a meeting of the Board. (c) Managers may participate in and hold a meeting of the Board by means of conference telephone, videoconference equipment or similar communications equipment by which all persons participating in the meeting can hear each other, and participation in such manner in any such meeting constitutes presence in person at such meeting. Section 2.6 Notice of Board Meetings. Written notice of all meetings of the Board must be given to each Manager at least ten (10) business days prior thereto. Any such notice, or waiver thereof, need not state the purpose of such meeting except as may otherwise be required by applicable law. Attendance of a Manager at a meeting (including pursuant to Section 2.6) shall constitute a waiver of notice of such meeting, except where such Manager attends the meeting for the sole purpose of objecting to the transaction of any business on the ground that the meeting is not lawfully called or convened. Section 2.7 Actions by the Board. All decisions and actions of the Board shall be approved by Board Approval. Section 2.8 Action by Board Without a Meeting. To the extent permitted by applicable law, the Board may act without a meeting, without prior notice and without a vote, if a consent in writing, setting forth the action so taken shall be signed by Managers representing the requisite number of votes that would be required to take the applicable action at a meeting of the Board and, when so signed, such written consent shall constitute Board Approval, and notice of any such action taken shall be provided to those Managers, if any, who have not consented in writing promptly following the taking of such action. The resolutions or written consents of the members of the Board shall be filed with the minutes of the proceeding of the Board. Such filing shall be in paper form if the minutes are maintained in paper form and shall be in electronic form if the minutes are maintained in electronic form. Section 2.9 Officers. The Board may appoint such officers of the Company, including at least the president and chief executive officer and secretary of the Company, as the Board may deem necessary or advisable (collectively, the "Officers") and such Officers shall have the power, authority and duties delegated herein or otherwise in writing by the Board. Officers may be given titles or may be designated as "authorized persons." To the extent authorized by the Board, any Officer may have responsibility for the management of the normal and customary day-to-day operations of the Company and act on behalf of, bind and execute and deliver documents in the name and on behalf of the Company, subject to Section 2.8. The Officers of the Company as of the Effective Date are set forth on Exhibit A. The Officers of the Company are required to promptly notify the Board of any material occurrences or incidents relating to the Company's business or operations. The Board may, in its sole discretion, remove any Officer with or without cause at any time, subject to any applicable employment agreement. J 4869-9283-1671, v. 3 DocuSign Envelope ID: 6CED2AD2-BC54-45DB-B293-045E564E1687 ARTICLE III CAPITAL CONTRIBUTIONS AND DISTRIBUTIONS Section 3.1 Contributions. Without creating any rights in favor of any third party, the Sole Member may, from time to time, make contributions of cash or property to the capital of the Company, but shall have no obligation to do so. Section 3.2 Distributions. The Sole Member shall be entitled to (a) receive all distributions (including, without limitation, liquidating distributions) made by the Company and (b) enjoy all other rights, benefits and interest in the Company. ARTICLE IV DISSOLUTION; LIABILITY; EXCULPATION AND INDEMNITY Section 4.1 Dissolution. The Company shall dissolve and its affair shall be wound up at such time, if any, as the Sole Member- may elect. No other event will cause the Company to dissolve. Section 4.2 Liability. The Sole Member, including any of its officers, managers, or members, and the officers and managers of the Company shall not have any liability for the obligations, debts or liabilities of the Company, except to the extent required in the Act. Section 4.3 Duties, Exculpation and Indemnity. Notwithstanding any other provisions of this Agreement, whether express or implied, or any obligation or duty at law or in equity, to the fullest extent permitted by applicable law, the Sole Member, including any of its officers, managers, or members, shall have no fiduciary or other duties (including any duty of disclosure) to the Company, any officer or any other person that is a party to or bound by this Agreement. To the fullest extent permitted by applicable law, the Sole Member, including any of its officers, manager or members, shall not be liable or accountable in damages or otherwise to the Company for any act or omission done or omitted by such party. To the fullest extent permitted by applicable law, the company shall indemnify and hold harmless the Sole Member, including any of its officers, managers, or members, against any loss, liability, damage, judgment, demand, claim, cost or expense incurred by or asserted against such party (including, without limitation, reasonable attorneys' fees and disbursements incurred in the defense thereof) arising out of any act or omission of such party in connection with the Company, unless there has been a final and non -appealable judgment entered by a court of competent jurisdiction determining that, in respect of such act or omission, and taking into account the acknowledgements and agreements set forth in this Agreement, such party engaged in fraud, gross negligence or willful misconduct. Reasonable expenses, including reasonable attorneys' fees and disbursements, incurred by such party and related to any proceeding in connection with which indemnification is sought under this Section shall be advanced by the Company upon written demand by such party; provided that such party shall reimburse the Company for such expenses if it is finally determined that such party is not entitled to indemnification hereunder. 4 4869-9283-1671, v. 3 DocuSign Envelope ID: 6CED2AD2-BC54-45DB-B293-045E564E1687 ARTICLE V MISCELLANEOUS Section 5.1 Governing Law. THIS AGREEMENT IS GOVEREND BY AND SHALL BE CONSTRUED IN ACCORDANCE WITH THE LAWS OF THE STATE OF DELAWARE, WITHOUT REGARD TO THE CONFLICTS OF LAW PRINCIPLES OF SUCH STATE. Section 5.2 Amendments. This Agreement may be modified, altered, supplemented, or amended at any time by a written agreement executed and delivered by the Sole Member. [Signature Page Follows.] 5 4869-9283-1671, v. 3 DocuSign Envelope ID: 6CED2AD2-BC54-45DB-B293-045E564E1687 IN WITNESS WHEREOF, the Member and the Company have caused this Agreement to be executed by their duly authorized representatives, effective as of the Effective Date. COLORADO SAND COMPANY II, LLC, a Delaware limited liability company �DocuSigned by: By `- 3FCCT21 36489... Name: Jamie Farmer Patterson Title: (--- Pagad by. By: D4E A F3 4 Name: `i3Davicr 6 �aiierSon Title: Manager Sole Member: cwt./ cv/67 COLORADO SAND COMPANY LLC, a Delaware limited liability company By. DocuSigned by: 36489.. Name: Jamie �'a7rmer *Patterson Title: Mc g ed by: By: Name: 4)Tavit°6 °11.fierson Title: Manager 4869-9283-1671, v. 3 DocuSign Envelope ID: 6CED2AD2-BC54-45DB-B293-045E564E1687 EXHIBIT A INITIAL OFFICERS AS OF EXECUTION DATE Officers: Jamie Farmer Patterson, Co -President David G. Patterson, Co -President 4869-9283-1671, v. 3 Exhibit 4 Page 3 EXHIBIT 4-2 CERTIFICATE OF FORMATION Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Delaware The First State I, JEFFREY W. BULLOCK, SECRETARY OF STATE OF THE STATE OF DELAWARE, DO HEREBY CERTIFY THE ATTACHED IS A TRUE AND CORRECT COPY OF THE CERTIFICATE OF FORMATION OF "COLORADO SAND COMPANY II, LLC", FILED IN THIS OFFICE ON THE FOURTH DAY OF APRIL, A.D. 2024, AT 12: 01 O' CLOCK P.M. 3388344 8100 SR# 20241304551 You may verify this certificate online at corp.delaware.gov/authver.shtml Page 1 iteirgy W. ts.ecfary !SI.Ste Authentication: 203192278 Date: 04-05-24 State of Delaware Secretary of State DnVisi0n of Corporations Delivered 12:01 PM 04/04/2024 FILED 12:01 PAT 04/0412024 SR 20241304551 - Filedumber 3388344 STATE OF DELAWARE CERTIFICATE OF FORMATION OF LIMITED LIABILITY COMPANY The undersigned authorized person, on, desiring to form a limited liability company pursuant to the Limited Liability Company Act of the State of Delaware, hereby certifies as follows: 1. The name of the limited liability company is Colorado ...Sand ...Company ....I.l.a.....L-.L- ......... • 2. The Registered Office of the limited liability company in the State of Del . are is located. at 838 Walker Road, Suite 21-2 istreet), in the City of Cover , Zip Code 19904 . The w� name of the Registered. Agent at such address upon whom processagainst this limited liability company may be served. is Registered Agent Solutions, Inc. Name: /.\\4. } k i Authorized Person Patrick I Sweeney Print or Type 4 Exhibit 4 Page 4 EXHIBIT 4-3 STATEMENT OF FOREIGN ENTITY AUTHORITY Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Document must be filed electronically. Paper documents are not accepted. Fees & forms are subject to change. For more information or to print copies of filed documents, visit www.coloradosos.gov. Colorado Secretary of State Date and Time: 04/10/2024 08:02 AM ID Number: 202414083 00 Document number: 20241408300 Amount Paid: $100.00 ABOVE SPACE FOR OFFICE USE ONLY Statement of Foreign Entity Authority filed pursuant to § 7-90-803 of the Colorado Revised Statutes (C.R.S.) 1. The entity ID number, the entity name, and the true name, if different, are Entity ID number 20241408300 (Colorado Secretary ofState ID number) Entity name Colorado Sand Company II, LLC True name (if different from the entity name) 2. The form of entity and the jurisdiction under the law of which the entity is formed are Form of entity Foreign Limited Liability Company Jurisdiction Delaware 3. The principal office address of the entity's principal office is Street address 2001 Kirby Dr. Suite 360 Mailing address (leave blank if same as street address) (Street number and name) Houston (City) (Province — if applicable) TX 77019 (State) (ZIP/Postal. Code) United States (COUnti y) (Street number and name or Post Office Bay: information) (City) (Province — if applicable) (State) (ZIP/Postal. Code) (Country) 4. The registered agent name and registered agent address of the entity's registered agent are Name (if an individual) or (if an entity) Registered Agent Solutions, Inc. (Last) (Caution: Do not provide both an individual and an entity name.) (First) (Middle) (Suffix) AUTHORITY Page 1 of 3 Rev. 12/01/2011 Street address 36 South 18th Avenue (Street number and name) Suite D Brighton CO 80601 Mailing address (City) (State) (ZIP Code) (leave blank if same as street address) (Street number and name or Post Office Box information) (The following statement is adopted by marldng the box.) VA (City) CO (State) (ZIP Code) The person appointed as registered agent above has consented to being so appointed. 5. The date the entity commenced or expects to commence transacting business or conducting activities in Colorado is 04/10/2024 (mm/dd/yyyy) 6. (If applicable, adopt the following statement by marking the box and include an attachment.) ❑ This document contains additional information as provided by law. 7. (Caution: Leave blank: if the document does not have a. delayed effective date. Stating a. delayed effective date has significant legal. consequences. Read instructions before entering a. date.) (If the following statement applies, adopt the statement by entering a. date and, if applicable, time using the required, format.) The delayed effective date and, if applicable, time of this document is/are (mm/dd/Yyyy hour:minute am/pm) Notice: Causing this document to be delivered to the Secretary of State for filing shall constitute the affirmation or acknowledgment of each individual causing such delivery, under penalties of perjury, that the document is the individual's act and deed, or that the individual in good faith believes the document is the act and deed of the person on whose behalf the individual is causing the document to be delivered for filing, taken in conformity with the requirements of part 3 of article 90 of title 7, C.R.S., the constituent documents, and the organic statutes, and that the individual in good faith believes the facts stated in the document are true and the document complies with the requirements of that Part, the constituent documents, and the organic statutes. This perjury notice applies to each individual who causes this document to be delivered to the Secretary of State, whether or not such individual is named in the document as one who has caused it to be delivered. 8. The true name and mailing address of the individual causing the document to be delivered for filing are Delecaris Diana (Last) 10 S Broadway Suite 2000 (First) (Middle) (Suffix) (Street number and name or Post. Office Box information.) St. Louis MO 63102 (City) (State) (ZIP/Postal. Code) United States . (Province —if applicable) (Country) (If the following statement applies, adopt the statement by marking the box and include an attachment..) This document contains the true name and mailing address of one or more additional individuals causing the document to be delivered for filing. AUTHORITY Page 2 of 3 Rev. 12/01/2011 Disclaimer: This form/cover sheet, and any related instructions, are not intended to provide legal, business or tax advice, and are furnished without representation or warranty. While this form/cover sheet is believed to satisfy minimum legal requirements as of its revision date, compliance with applicable law, as the same may be amended from time to time, remains the responsibility of the user of this form/cover sheet. Questions should be addressed to the user's legal, business or tax advisor(s). AUTHORITY Page 3 of 3 Rev. 12/01/2011 Exhibit 8 Page 1 EXHIBIT 8 PLANNING QUESTIONNAIRE Answer the questions per Section 23-2-260. A, B, C & E of the Weld County Code. Please type on a separate sheet. If a question does not pertain to your proposal, please respond with an explanation — do not leave questions blank. Questions included in the USR Procedural Guide are attached. (1) Explain the proposed use and business name. The Kersey Mine is to be an open -cut (truck and hydraulic excavator and/or front-end loader) industrial sand mining and processing operation that will employ a continuously advancing pit with concurrent reclamation. (2) Explain the need for the proposed use. The extraction of construction materials, and the reclamation of land affected by such extraction, are recognized as both necessary and proper activities by the State of Colorado, as per Colorado Revised Statutes 34-32-100 et seq, as amended. Colorado Sand Company II, LLC (CSC) has identified a viable market within Weld County and surrounding areas for industrial sand products to be utilized by the oil and gas sector. Such industrial sand resources or deposits can only be developed in locations where they naturally occur, such as the sand deposit identified and delineated at the proposed Kersey Mine location. Given the presence of a technically feasible and economically viable sand deposit, its proximity to market end -users, and the existence of a viable market for the produced material, CSC has identified and defined a need for the use of a localized source, which will proportionately reduce the need for out-of-state sources. In addition, localized sourcing will provide positive economic and other contributions to Weld County in the fornn of tax revenues, direct employment, indirect support services employment, etc. (3) Describe the current or previous use of the land, if any. The "Permit Area," which refers to the 4,018 acres consisting of the S1/4 of Section 34, T6N, 63W and Sections 2, 3, 10, 11, 14, 15, T5N, R63 W that is being permitted consistent with the Colorado Division of Reclamation, Mining and Safety (DRMS) Construction Materials Regular (112) Operation Reclamation Permit Application., was historically used for grazing but is currently being used for oil and gas well field development. There is a relatively dense presence of active and inactive wells, as well as several natural gas pipelines running throughout the Permit Area. (4) Describe the proximity of the proposed use to residences. Three residences are within one mile of the Permit Area. The nearest residential structure is a Single -Family Residential Occupancy on Agricultural zoning owned by Wells Ranch. This one-story ranch is located within Assessor's Parcel Number 079934100003. The parcel is in Section 34, Township 06 North, Range 63 West. The structure is northwest of the mine plant area, approximately 4,500 feet from the mine plant entrance, 6,300 feet from the plant exit, 1,500 feet from the Permit Area boundary, and 2,900 feet from the active mine area, which refers to Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Exhibit 8 Page 2 the 1,902 acres consisting of specific portions of the permit area where extraction will take place for a period of approximately 20 years. The two remaining residences are situated at distances further than the one previously described. A single-family residence lies south of the Permit Area, roughly 3,200 feet from the Permit Area boundary. This one-story ranch house is located on Agricultural zoning within Assessor's Parcel Number 096523300004, which is majority -owned by 70 Ranch LLC (55% interest), with eight other individuals holding a 45% combined interest. The parcel is in Section 23, Township 05 North, Range 63 West. A Single -Family Residential Occupancy on Agricultural zoning owned by 70 Ranch Investment Trust is southwest of the site, roughly 4,700 feet from the Permit Area boundary. This one-story ranch is located within Assessor's Parcel Number 96521400003 in Section 21, Township 05 North, Range 63 West. This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site, http://www.co.weld.co.us. This data was collected in January 2024. (5) Describe the surrounding land uses and explain how the proposed use is compatible with them. The land directly surrounding the proposed Kersey Mine consists mainly of rangeland and oil and gas wells (active and inactive) and associated well pads. The land within the Site is not currently being used for cattle grazing. Furthermore, situated within 3 miles to the northwest are a sod production fann and a dairy farm facility. Within 1 mile to the southeast, there is a natural gas company facility. To the west, within 3 miles, there is another dairy farm facility, a ranch, and two farms. None of these surrounding land uses will be altered by the proposed mining operation. (6) Describe the hours and days of operation (e.g., Monday through Friday 8:00 a.m. to 5:00 p.m.) In -pit mining, storage, processing, and sales activities will be conducted up to 24 hours per day, seven days per week. CSC requests that the Weld County Board of County Commissioners allow the Kersey Mine to extend the hours of operation beyond daylight hours, as the design and success of this facility is dependent on continuous plant operation. Section 23-4-290.B of the Weld County Code, amended by Ordinance 2019-18, allows the Board of County Commissioners to authorize additional hours of operation for sand and gravel operations when the Board of County Commissioners deems appropriate. (7) Describe the number of employees including full-time, part-time, and contractors. If shift work is proposed, detail number of employees, schedule, and duration of shifts. Total number of full-time employees will be approximately 100. Part -tune employees, or more likely contractors, will be utilized for reclamation work from spring thaw through fall planting season. There will be two 12 -hour shifts: 6/7 a.m. to 6/7 p.m. and 6/7 p.m. to 6/7 a.m, with about 50 employees at the site at the same time. (8) Describe the maximum number of users, patrons, members, buyers, or other visitors that the use by special review facility is designed to accommodate at any one time. Approximately seven delivery drivers (UPS, FedEx, Freight Deliveries, Fuel Deliveries, etc.) and 457 customer truck drivers per day will access the site during operations. 98 employees will also access the site per day. In total, trucks hauling sand from the site and other vehicles are expected to access the site approximately 562 times per day. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Exhibit 8 Page 3 (9) List the types and maximum numbers of animals to be on the site at any one time (for dairies, livestock confinement operations, kennels, etc.). There will be no animals on site. Barbed wire cattle fencing surrounds the Permit Area and will remain during mine operations to restrict access to the site. (10) List the types and numbers of operating and processing equipment to be utilized. • Hydraulic Excavator (1) • Front -End Loader (3) • Bulldozer (1) • Articulated Haul Truck (5) • Water Trnick (1) • Roller Compactor (1) • Utility Pickup (3) • Track Loader (2) • Utility Terrain Vehicle (5) (11) List the types, numbers, and uses of the existing and proposed structures. The Permit Area contains 181 operating and abandoned oil and/or natural gas wells, connected via dirt roads. The active mine area only contains plugged and abandoned wells or abandoned well locations as verified with Colorado Energy & Carbon Management Commission records. Buildings proposed for the plant would include a wet plant enclosure, wet sand storage building, mine offices, inaintenance, and dry storage buildings. See Exhibit 9-7: Process Plant Site Plan for further details. Plant equipment and buildings will be painted with a light tan colored paint to blend into the surrounding rangeland areas. (12) Describe the size of stockpile, storage, or waste areas to be utilized, if any. CSC will employ several stockpiles, storage, and/or areas for off -spec sand (i.e. process discard) in conjunction with the Kersey Mine, some of which will be temporary or transitory, while others will be long-term or permanent. The initial year of operations will be utilized to develop sufficient pit void to accommodate salvaged growth medium and process discard stockpiles, with initial pre -strip volumes being placed (and stabilized) within a temporary stockpile ahead of the mining advance. This temporary stockpile is shown as TS -0 in Exhibit D-2: Mining Plan of the DRMS Permit, as approved, attached in Exhibit 38: Copy of DRMS Application. Growth Medium Stocl oile(s) Initial mine development will require the establishment of a temporary "growth medium" stockpile (TS -0) within the west portion of the Year 7 mine block, south of the process plant area (refer to Exhibit 9-1: Use by Special Review Plat Maps (24"x36" — Extraction Plan Map Sheet _5 of 9) . TS -0 is estimated to contain approximately 291,000 cubic yards at full buildout (886 ft x 697 ft x 15 ft high). It is anticipated that concurrent reclamation of portions of the non -utilized areas of disturbance will subsequently deplete the stockpile prior to the advance of active mining into the Year 7 mining block. Mine pit initialization will establish the long-term medium stockpile (TS -1) within the Year 1 mine block pit floor, expanding westward into the mine blocks of year 2 through year 6 Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Exhibit 8 Page 4 (refer to Exhibit 9-1: Use by Special Review Plat Maps (24"x36" - Extraction Plan Map Sheets 4 & 5 of 9) . At its maximum buildout, anticipated to be at the end of Year 8, the TS -1 stockpile volume will reach an estimated 592,000 cubic yards, and occupy an area roughly 2,173 ft by 1,638ft (21 acres), with a nominal height of approximately 87 ft. At the end of life -of -mine (and with advanced reclamation during operations), all TS -1 material will be (or will have been) relocated to areas where mining has been completed, in order to facilitate final site reclamation for all affected areas. Thus, no growth medium stockpile(s) will remain present at the conclusion of operations. Run -of -Mine (ROM) Stockpile The ROM stockpile will comprise the "feedstock" material to be processed through the plant. It will be initially established and generally maintained at a relatively constant volume of approximately 352,000 cubic yards of material. It is anticipated that this feature will occupy an area roughly 933 ft by 437 ft (8.5 acres) with a nominal height of approximately 20 ft. It will serve as the surge stockpile for plant operations; thus, it will be constantly added to throughout the duration of life -of -mine; however, plant through -put will be balanced with mine production. As such, its size and volume will remain relatively consistent throughout the life -of -mine, and the feature will be fully consumed during and/or by the end of operations. Process Discard Stockpile Plant operations will generate a process discard stockpile which will be comprised of undersize and oversize materials ("reject") that do not meet saleable product size criteria. Therefore, a process plant discard stockpile will be established (and maintained for the duration of operations) at a location extending westerly from the northernmost portion of the plant area (refer to Exhibit 9-1: Use by Special Review Plat Maps (24"x36" — Extraction Plan Map Sheets 4 & 5 of 9) . The process discard stockpile will be established on the pit floor within the Year 1 pit void, gradually increasing/extending westerly throughout the life -of -mine, eventually occupying portions of the Year 2 through Year 6 pit floors; however, discard materials will also be added in "lifts" to minimize the areal extent of the feature. It is estimated that the process discard stockpile, at full buildout, will contain a volume of approximately 17,600,000 cubic yards, occupying an area roughly 4,561 ft by 1,794 ft (60 acres) with a nominal height of approximately 110 to 120 ft above the surrounding terrain. At the end of life -of -mine, the process discard stockpile will be reclaimed through crest and slope reduction (resulting in a final average height of approximately 70 ft above surrounding terrain), placement of growth medium, and revegetation. Plant (In -Process) Stockpiles Minor stockpiles that are to be temporary in nature will be generated within plant operations areas (refer to Exhibit 9-1: Use by Special Review Plat Maps 24"x36" - Extraction Plan Map Sheet 5 of 9). These will be mainly associated with plant scalping operations which will remove from the process any oversize and/or other reject material, screening operations, filter cake residues (undersize), etc. Each of these varieties of stockpiles will be of limited footprint (area/volume), and interim or temporary in nature. The so -collected materials, comprised of inert reject sands only, will be routinely removed and placed within the process discard stockpile; or, in limited circumstances, utilized for pit backfill. Accordingly, none of these "in -process" stockpiles will remain in place at the end of operations. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Exhibit 8 Page 5 (13) Describe the method and time schedule of removal or disposal of debris, junk, and other wastes associated with the proposed use. Solid non -hazardous waste removal will be contracted through the commercial entity Waste Management Corporation, and pickup/removal frequency will be subject to standard contract terms. At a minimum, CSC anticipates weekly removal with interim holding periods being addressed using industrial -sized dumpsters and/or roll -off units, as may be required. All waste oils and other materials such as motor oil, antifreeze, hydraulic oil, and transmission fluid will be managed under vendor contract and disposition subject to all applicable Resource Conservation and Recovery Act guidelines and requirements. CSC will lease mobile equipment and have maintenance agreements in place for servicing mobile equipment. Please see Exhibit 29: Waste Handling Plan for further details. (1 4) Include a timetable showing the periods of time required for the construction of the operation. Site development activities will likely commence within 3 months of obtaining all necessary permits, approvals, and authorizations. Such development activities will include plant area site preparation, followed by plant facilities construction and concurrent pit "development" activities (i.e., the simultaneous establishment of initial, pit -floor process discard stockpile location, thus providing an initial ROM stockpile) to ready the mining zone for full-scale, steady-state operations. CSC estimates approximately 10 to 12 months for site development, plant construction, initial pit development, and plant commissioning. Once all facilities are in place and fully functional, a rapid ramp -up to the "full-scale" production level of approximately 5 million tons of ROM material is anticipated. At a steady-state production level of a nominal 5 million tons of ROM per year (to include Year 1), the life -of -mine is projected to be 20 years. The overall duration of actual misting (and processing) activity (i.e., life -of -nine) is dependent on the total available (economically viable) resource base and is also subject to market conditions, unforeseeable mining or processing interruptions, and/or weather -induced delays, etc. Concurrent reclamation will commence in Year 3 and all mining blocks will have been reclaimed at such time mining operations cease. Each reclaimed mining block will be individually subject to a five-year monitoring and maintenance period to ensure successful revegetation and stabilization, with potential partial bond release(s) as an objective. Site closure and reclamation will continence following completion of all mining and processing operations. Terminal pit reclamation will occur concurrent with plant facilities demolition, with the (then former) plant area being reclaimed using previously stockpiled growth medium (dedicated specifically to final reclamation activities), as further described in the Colorado Division of Reclamation, Mining and Safety (DBMS) 112 Permit Application Exhibit E: Reclamation Plan and the therein -contained Table E-1: Reclamation Sequence and Projected Material Balance. CSC will similarly carry out post -closure monitoring and maintenance for all otherwise (snore recently) reclaimed areas associated with the pit operations (and related haul road infrastructure) for a five-year period commencing upon completion of all final site reclamation activities. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Exhibit 8 Page 6 (1 S) Describe the proposed and existing lot surface type and the square footage of each type (Le. asphalt, gravel, landscaping, dirt, grass, buildings). Gravel: 958,793 sq ft Grass: 0 sq ft Buildings: 971,956 sq ft Landscaping: 0 sq ft Concrete: 2,070,595 sq ft (16) How many parking spaces are proposed? How many handicapped (ADA) parking spaces are proposed? Along the gravel Plant Road, a total of 58 parking spots are proposed on a gravel surface. At the south end of the Plant Road, 12 parking spots are proposed near the Mine Office, Supervisor's Office, and Quality Control Lab. Further north, 40 parking spots are proposed along the Plant Road between the Employee Break Room and the Maintenance/Parts Storage Building. An additional six proposed parking spots, along the plant road, are proposed near the Electric House and Scale House. No ADA parking spots are proposed. (17) Describe the existing and proposed fencing and screening for the site including all parking and outdoor storage areas. Barbed wire cattle fencing is in place around the property and will remain throughout the life of the mine. Once areas are reclaimed, new barbed wire fencing will be erected to control the flow of cattle. Safety berms will be constructed around the perimeter of all pit areas. (18) Describe the existing and proposed landscaping for the site. An open mine pit at the site is proposed. The existing landscape consists of rangeland and oil and gas wells. No on - site landscaping is proposed. Please see Exhibit 11: Landscape and Screening Plan for further details. (19) Describe reclamation procedures to be employed as stages of the operation are phased out or upon cessation of the Use by Special Review activity. The final reclamation plan is fully detailed within Exhibit D: Reclamation Plan of the DBMS Permit, as approved in attached Exhibit 31: Engineering, Design, and Operations Plan. The Kersey Mine will utilize "concurrent reclamation" throughout the life -of -mine; thus, at the end of operations, only the terminal pit, plant operations areas, and primary haul roads will require reclamation. The terminal pit will be reclaimed through perimeter slope reduction to a nominal 3H:1V V gradient (and in some instances, as low as 5H:1V), growth medium will be placed to a nominal depth of 8 to 12 in, and the seed mix used to revegetate the pit will be determined in coordination with the landowner, CPW, and Natural Resources Conservation Service (NRCS), and if feasible, implement recommendations for reclamation of the project area with native species and replacement ratios. Thereafter, the area will be subject to a five-year post -closure monitoring and maintenance period, with a financial warranty remaining in place through DRMS. The plant operations area will be reclaimed through the removal and/or demolition of all plant infrastructure. Concrete foundations will be demolished to a nominal depth of 18 in below the existing ground surface, and the inert concrete rubble disposed of within the Year 1 pit void for subsequent cover through the significant crest and slope reduction of the process discard stockpile. Compacted areas (roadways, etc.) will be scarified. All affected area(s) will receive a nominal 8 to 12 in cover of growth medium, and the seed mix used to revegetate the pit will be Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Exhibit 8 Page 7 determined in coordination with the landowner, CPW, and NRCS and if feasible, implement recommendations for reclamation of the project area with native species and replacement ratios. Thereafter, the area will be subject to a five-year post -closure monitoring and maintenance period, with a financial warranty remaining in place through DBMS. Remaining primary haul roads will be scarified to reduce/eliminate compaction, covered with a nominal 8 to 12 in growth medium, and revegetated in coordination with the landowner, CPW, and NRCS in order to achieve the desired post -ruining land use characteristics of rangeland. Thereafter, the area will be subject to a five-year post - closure monitoring and maintenance period, with a financial warranty remaining in place through DBMS. (20) Describe the proposed fire protection measures. For minor fires, dispatch will be notified immediately. In the case that a fire is particularly very small in size or considered minor (i.e., smoking wastebasket or smoldering trash can), the onsite fire extinguishers will be used in an attempt to extinguish the fire if possible and the onsite Plant Manager will be notified. For all other fires that are not considered very small in size, the Galeton Fire Protection Fire District will immediately be called by dialing 911. Once connected with Emergency Services, the plant address and exact location of the fire on the plant site area (i.e., building location) will be provided to 911 Dispatch. If the building is not clearly labeled or addressed in a way that is visible from the exterior of the building, a landmark or other distinguishing detail to better describe the exact location of the fire will be provided to 911 Dispatch. Once 911 has been contacted and all appropriate details have been provided to emergency services, the Plant Manager will be notified, and similarly, the location of the fire will be described to him/her. The Plant manager is delegated to be the responder for plant emergencies such as fires. The responsibilities of the Plant Manager, in the case of a fire, are as follows. (1) Evaluate the situational crisis based on the information provided on the telephone call or in -person notification. (2) Coordinate effort to relocate all personnel and other person(s) on site (i.e., customers, vendors, or subcontractors) to the designated "rally" point. (3) Notify Emergency Services (i.e., the Fire Department) — 911 as necessary. (4) Go to the scene of the fire to assist the fire personnel. (5) Conduct a head count to ensure all personnel are accounted for. (6) Inspect the areas for safety prior to re -occupying and give the "all clear" for reoccupation. (7) Following the incident, conduct a formal briefing of the incident and discuss the actions taken. Discuss recommendations to prevent similar accidents and recoiuinended improvements in case a similar incident should occur. In the case that a fire located off -site is observed by an on -site person(s), the person(s) should immediately notify 911 Emergency Services and the Plant Manager so precautions can be made to mitigate the fire from spreading to surrounding areas. If an individual is faced with the circumstance of extinguishing or containing a fire, one should use their own judgment in attempting to control the fire, so as to not sacrifice personal safety. Portable fire extinguishers are in all buildings, structures, and mobile equipment. In the case of vehicle/equipment fires, the following protocol shall be followed. Relevant to vehicle/equipment electrical fires: the operator shall pull to the side of the haul road or to a location that does not pose any safety concerns to surrounding person(s) or structures and extinguish the fire with the fire extinguisher located in the Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Exhibit 8 Page 8 vehicle/equipment. If the person(s) fails to control the fire, the person(s) should consult the assistance of a nearby person(s) and request that they call the Fire Department (911 Emergency Services). (21) Explain how this proposal is consistent with the Weld County Comprehensive Plan per Chapter 22 of the Weld County Code. The proposed Permit Area was historically used for grazing but is currently being used for oil and gas well field development. The change in land use will not inhibit any active agricultural production. CSC plans to reclaim the land to rangeland and will therefore be adding to the amount of viable agricultural land within Weld County. Please see question #25 for more details on how CSC will preserve prime agricultural land on site. The proposed nine will operate entirely on privately owned property. The necessary permissions and authorizations from the property owners, Wells Ranch, can be found in Exhibit 3: Lease. The proposed mine will be accessed from the north through a private road. The proposed mine will contribute to the economic growth and stability of Weld County. As stated in both the Weld County Comprehensive Plan and Title 34 of the Colorado Revised Statutes, mineral resources, including sand, contribute essential activities to the state's economy. The more populous counties in Colorado face a shortage of vital deposits, such as sand, and in accordance with the Weld County Comprehensive Plan and Title 34 of the Colorado Revised Statutes, CSC will nine sand deposits in a rational mariner that minimizes resource waste and avoids disrupting the ecosystem and the lives of county residents (Weld County Ordinance 2020-13). CSC will follow all federal, state, and local regulations regarding mine safety. Mining activities will be conducted subject to oversight by the Mine Safety and Health Administration. For further details on health, safety, and welfare impacts, please see question #24, Exhibit 29: Waste Handling Plan, and Exhibit 30: Dust Abatement Plan. To abide by stormwater permits and to responsibly use and protect Weld County natural resources, the proposed mine will be connected to a septic system and will only use water to wash any equipment at the wet plant concrete pad. Please see Exhibit 26: Water Supply Documentation and Exhibit 22: Preliminary Drainage Report for further details on how CSC will consider the conservation of water throughout reining operations. TRC conducted a wetland delineation of the Permit Area in October 2023. A request for an Approved Jurisdictional Determination (AJD) decision was submitted to the USACE on February 8, 2024, and granted by the U.S. Army Corps of Engineers (USACE) on March 11, 2024. The USACE confirmed that the observed surface water feature is not a jurisdictional water of the U.S. under Section 404 of the Clean Water Act (CWA). Please see the attached Wetland Delineation Report (TRC 2023) for further details (Exhibit 8-1). TRC also conducted a habitat assessment of the Permit Area in October 2023. Please see Exhibit 8-2: Habitat Assessment Report for a list of federal and state species of concern that are likely to occur or known to occur within the proposed Permit Area. CSC will consult with Colorado Parks and Wildlife and the United States Fish and Wildlife Service as necessary to protect important species and habitats. (22) Explain how this proposal is consistent with the intent of the zone district in which it is located. (Intent statements can be found at the beginning of each zone district section in Article III of Chapter 23) The proposed Permit Area is in Zone A (Agricultural). Section 23-3-40 of the Weld County Code allows "buildings, structures to be constructed, occupied, operated and maintained" for "open mining and processing of minerals agricultural zones." The site will be returned to rangeland for agricultural purposes after mining is complete. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Exhibit 8 Page 9 (23) Explain how this proposal will be compatible with future development of the surrounding area or adopted master plans of affected municipalities. The land surrounding the proposed Permit Area is primarily used for rangeland and oil and gas development. The mine will be concurrently reclaimed to rangeland as mining operations conclude. Operations will neither affect nor alter the area surrounding the site. The Kersey Mine is not located within 2 miles of any municipalities, and thus will not affect the master plans of any municipalities. (24) Explain how this proposal impacts the protection of the health, safety, and welfare of the inhabitants of the neighborhood and county. The Kersey Mine ingress and egress points will be located on the privately controlled section of Weld County Road 64 thus, all high -density mine -related traffic activity will be concentrated in a non-public use area. Upon leaving the privately controlled segment of Weld County Road 64, mine -related traffic will travel west along Weld County Road 68 and north along Weld County Road 67, public -use roads, extending to Colorado Highway 392. All truck traffic vehicles and employees will be subject to U.S. Department of Transportation and State of Colorado safety requirements. All traffic on Weld County roads will be subject to local speed control functions and other requirements that ensure the overall safety of the public. Direct mining activities will be carried out internally, past in a gated access at a location subject to Mine Safety and Health Administration oversight, thus there will be limited and controlled access into and through the active mining area(s). (25) Describe any irrigation features. If the proposed use is to be located in the A (Agricultural) Zone District, explain your efforts to conserve prime agricultural land in the locational decision for the proposed use. While the Kersey Mine is located within an "Agricultural Zone District," the pre -mining land use is mixed rangeland and oil and gas well development. There are no cultivated croplands included in the proposed Permit Area. Consistent with the historic land use, the selected post -mining land use is "rangeland." All components of the proposed reclamation plan (maximum slope gradients, growth medium placement, seed mixture, and five-year monitoring and maintenance plan) are focused on the successful re-establishment of vital, usable rangeland. Accordingly, the affected area, in its post -mining configuration, should closely approximate that of its pre -mining configuration. (26) Explain how this proposal complies with Article V and Article XI of Chapter 23 if the proposal is located within any Overlay Zoning District (Airport, Geologic Hazard, or Historic Townsites Overlay Districts) or a Special Flood Hazard Area identified by maps officially adopted by the County. This application is in full compliance with Chapter 23, Article V, Overlay District Regulations as outlined in the Weld County Code. According to the Weld County Assessor, the site is not located in an Airport Overlay District. (2 7) Detail known State or Federal permits required for your proposed use(s) and the status of each permit. Provide a copy of any application or permit. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Exhibit 8 Page 10 Federal permits: • Mine Safety and Health Administration o Identification Number/Certificate of Authorization • U.S. Fish and Wildlife Service o Consultation regarding federally listed species. • U.S. Environmental Protection Agency o Spill Prevention, Control, and Countermeasures Plan • U.S. Army Corps of Engineers o A comprehensive wetland survey of the Permit Area/Affected Area was completed in August 2024. One surface water feature was observed in the Permit Area and is unlikely to be jurisdictional. A request for an Approved Jurisdictional Determination (AJD) decision was submitted to the USACE on February 8, 2024, and granted by the U.S. Army Corps of Engineers (USACE) on March 11, 2024. The USACE confirmed that the observed surface water feature is not a jurisdictional water of the U.S. under Section 404 of the Clean Water Act (CWA) . State permits: • Colorado Department of Public Health and Environment o Air Quality Division Air Pollution Emissions Notice o Permit to Construct and Permit to Operate o Water Quality Control Division, ■ Colorado Discharge System Permits Stormwater General Permit (COR-0400000) for Construction Stormwater Management Plan Spill Prevention, Control, and Countermeasures Plan • Colorado Division of Reclamation, Mining, and Safety (DRMS) Construction Material Regular (112) Operation Reclamation Permit • Colorado Parks and Wildlife o Consultation regarding state -listed species Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Exhibit 8 Page 11 EXHIBIT 8-1 WETLAND AND WATERBODY DELINEATION REPORT Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: A TRC Kersey Mine Wetland and Waterbody Delineation Report November 20, 2023 Prepared For: Colorado Sand Company LLC 2001 Kirby Drive, Suite 360 Houston, Texas 77019 Prepared By: TRC 1526 Cole Boulevard, Building 3, Suite 150 Lakewood, Colorado 80401 yy��t� • �4 f Y ,,� }.. Aft!' -_gym 1 S r V 1 Z t -a b ` .. - ,,... .9- I r .^ - 4-1 a ♦ .k f 4i T It? la ji.4ii:. _ 4 .‘lrOt i i Ji • ' 1_, gyp. i 1. 3 '-� - .. Y - 1 - a4 .. p- Silk �". - A r - a { _ .., rte- j - ',1•11% _=r . A )) • i T ' h - rJ� � ' Jn�`4 1 �� .i � � r' ' {•L '� Yi1 1. . 1." � "es r 4 ' . W { r =i TRC Table of Contents Acronyms and Abbreviations ii 1.0 INTRODUCTION 1 1.1 Project Location 1 2.0 REGULATORY BACKGROUND 1 3.0 SURVEY METHODOLOGIES 2 3.1 Desktop Review 2 3.2 Wetlands 2 3.3 Waterbodies 3 4.0 RESULTS 4 4.1 Precipitation 4 4.2 Land Use and Vegetation 4 4.3 Soils 5 4.4 Wetlands and Waterbodies 5 4.4.1 Desktop Analysis 5 4.4.2 Wetlands 6 4.4.3 Waterbodies 6 5.0 CONCLUSIONS AND RECOMMENDATIONS 6 6.0 REFERENCES 7 Tables Table 1. Rainfall Summary for Weld County, Colorado 4 Table 2. Soils Identified within the Study Area 5 Appendices Appendix A: Figures Appendix B: Photographs Colorado Sand Company LLC — Kersey Mine November 20, 2023 Wetland and Waterbody Delineation Report i =i TRC Acronyms and Abbreviations N otation amsl COGCC CR CSC CWA CWQCD ESRI GPS N HD N LCD N OAA N RCS NWI OHWM P roject Study Area TRC U SACE U SDA USFWS U SGS WETS WOTUS Definition Above mean sea level Colorado Oil and Gas Conservation Commission County Road Colorado Sand Company, LLC Clean Water Act Colorado Water Quality Control Division Environmental Systems Research Institute Global Positioning System N ational Hydrography Dataset National Land Cover Database N ational Oceanic and Atmospheric Administration N atural Resources Conservation Service N ational Wetlands Inventory Ordinary High -Water Mark Kersey Mine Project Area used for the purpose of this wetland and waterbody delineation report located within the limits of construction for the proposed Kersey Mine Project. TRC Environmental Corporation U .S. Army Corps of Engineers U .S. Department of Agriculture U .S. Fish and Wildlife Service U .S. Geological Survey Wetlands (Tables) Waters of the United States Colorado Sand Company LLC — Kersey Mine November 20, 2023 Wetland and Waterbody Delineation Report ii =i TRC 1.0 Introduction Colorado Sand Company LLC (CSC) is proposing to develop the Kersey Mine Project (Project), a surface pit sand and gravel mine supplying fracture -grade sands for regional oil and gas markets. TRC Environmental Corporation (TRC), on behalf of CSC, conducted a wetland and waterbody delineation within the proposed limits of construction (Study Area) for the proposed Project in accordance with Section 404 of the Clean Water Act (CWA). Refer to Figure 1 (Appendix A). The objective of the wetland and waterbody delineation was to identify the spatial extent and location of wetlands, streams, and other aquatic resources within the Study Area. Aquatic resources that are considered Waters of the U.S. are subject to regulation under Section 404 of the CWA and Section 10 of the Rivers and Harbors Act. The jurisdictional regulatory authority of these resources resides with the U.S. Army Corps of Engineers (USAGE) Omaha District (Denver Office). The wetland and waterbody delineation surveys were conducted on October 16 and 20, 2023, by Amy Laartz (Professional Wetland Scientist) and Mason Powers (Biologist). This report summarizes the desktop analyses performed prior to the field survey and the results of the wetland and waterbody delineation. This report also provides TRC's professional opinion on the expected jurisdictional status and anticipated impacts of any delineated features. 1.1 Project Location The Project is situated within approximately 4,018 acres of privately owned property north of County Road (CR) 388 and east of CR 61, approximately 6.5 miles east -north-east of the Town of Kersey, Weld County, Colorado. The Study Area as defined within public land survey system encompasses Township 5 North, Range 63 West, Sections 2, 3, 10, 11, 14, 15, and a portion of Township 6 North, Range 63 West, Section 34. Figure 1 (Appendix A) illustrates the Project Location. 2.0 Regulatory Background Wetlands and other waters of the United States (WOTUS) are protected under Section 404 of the CWA, which governs the discharge of dredged or fill material into WOTUS, and Section 10 of the Rivers and Harbors Act (33 U.S. Code 403), which regulates any work or structures that potentially affect the navigable capacity of a waterbody. Any activity that involves the discharge of dredged or fill material into WOTUS is subject to regulation by the USACE. WOTUS are defined to encompass navigable waterways; interstate waters; all other waters where their use, degradation, or destruction could affect interstate or foreign commerce; tributaries of any of these waters; and wetlands that meet any of these criteria or are adjacent to any of these waters or their tributaries. On August 29, 2023, the U.S. Environmental Protection Agency and the USACE issued a final rule that amends the "Revised Definition of 'Waters of the United States"" to conform key aspects of the regulatory text to the U.S. Supreme Court's May 25, 2023 decision in the case of Sackett v. Environmental Protection Agency. The conforming rule, "Revised Definition of 'Waters of the United States'; Conforming," was published in the Federal Register and became effective on September 8, 2023. Colorado Sand Company LLC — Kersey Mine November 20, 2023 Wetland and Waterbody Delineation Report 1 =i TRC For this delineation, TRC used the September 2023 WOTUS definition rule to evaluate the jurisdiction of wetlands and waterbodies. Section 404 or Section 10 permits issued by the USAGE under the authority of the CWA, as well as all wetlands and waters identified as "waters of the State," are subject to Section 401 water quality certification administered by the Colorado Water Quality Control Division (CWQCD). If the USACE determines that a Section 404 permit is required, CSC will be responsible for the submittal of a joint permit application and Pre -Construction Notification to both the USACE and the CWQCD individually. 3.0 Survey Methodologies 3.1 Desktop Review Prior to conducting field surveys, TRC completed a desktop analysis to assess the likelihood of occurrence and probable location of wetlands and waterbodies within the Study Area using the following data sources: • U.S. Fish and Wildlife Service (USFWS) National Wetlands Inventory (NWI) digital wetland mapping (USFWS 2023); • U.S. Geological Survey (USGS) National Hydrography Dataset (NHD) digital waterway mapping (USGS 2023a); • U.S. Department of Agriculture (USDA) Natural Resources Conservation Service (NRCS) digital soil survey mapping (USDA NRCS 2023); • Aerial imagery interpretation from Google Earth Pro (2023), Environmental Systems Research Institute (ESRI), and National Agriculture Imagery Program (ESRI 2018); and • USGS digital 7.5 -minute. 1:24,000 -scale topographic quadrangle map for Burnsville, Colorado (USGS 2023b). TRC screened historic aerial imagery of the Study Area ranging from 1985-2022 and current aerial imagery for indicators of hydrologic activity and saturation (wetness signatures) that could indicate the presence of unmapped wetlands (Google Earth Pro 2023). Digital soil survey mapping of the Study Area was reviewed by the USDA NRCS (2023). In addition, TRC reviewed precipitation data from approximately 90 days prior to the field investigations using data obtained from a nearby weather station (Greeley UNC, Colorado). Antecedent precipitation data were compared with the 30 -year average precipitation data from the same location to determine if hydrologic conditions at the time of the survey were normal, wetter, or drier than normal (National Oceanic and Atmospheric Administration [NOAA] 2023). 3.2 Wetlands The wetland delineation and determination surveys were conducted in accordance with the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Great Plains Region Version 2.0 (USAGE 2010), Corps of Engineers Wetlands Delineation Manual Technical Report Y-87-1 (USAGE 1987), and subsequent guidance documents (USAGE 1991a, b; 1992). Wetlands are classified by type using the Classification of Wetlands and Deepwater Habitats of the United States, commonly referred to as the Cowardin classification system (Cowardin et al. 1979). Colorado Sand Company LLC — Kersey Mine November 20, 2023 Wetland and Waterbody Delineation Report 2 =i TRC On -site wetland determinations were made using the three criteria (vegetation, soil, and hydrology) and technical approach defined in the Regional Supplement. According to the procedures described therein, areas that, under normal circumstances, reflect a predominance of hydrophytic vegetation, hydric soils, and wetland hydrology (e.g., inundated or saturated soils) are considered wetlands. The geospatial boundary of each wetland would be captured using a Global Positioning System (GPS)-enabled tablet. Each wetland feature would be assigned a unique feature identification number with a "W" prefix. A Wetland Determination Data Form would be completed for each wetland and its associated upland data point. Upland data points would be assigned a unique feature identification number with a "U" prefix. Representative photos were taken of all identified features. TRC followed the September 2023 WOTUS rule to evaluate the jurisdiction of wetlands and waterbodies. Under this rule, the USACE recognizes jurisdictional determinations for wetlands and aquatic resources that are relatively permanent, standing or continuously flowing bodies of water with a continuous surface connection to a jurisdictional water (e.g., traditional navigable water, territorial seas, interstate water). Wetlands and aquatic resources determined by the USACE as having no continuous surface connection with a jurisdictional water are deemed non - jurisdictional for the USACE. TRC used aerial imagery to supplement field observations to anticipate determinations of downstream connectivity where land access was not available outside the Project. 3.3 Waterbod ies Based on recent USACE guidance and the USACE's 2008 A Field Guide to the Identification of the Ordinary High -Water Mark (OHWM) in the Arid West Region of the Western United States (Lichvar and McColley 2008), delineated waterbodies were identified by the presence of bed and bank or other OHWM indicators. Common identifiable indicators of an OHWM include open water or evidence of a clear, natural line visible on the bank; shelving; changes in soil characteristics; disturbance to, or lack of, terrestrial vegetation; presence of litter and debris; and watermarks indicative of inundation during high water conditions. The OHWM typically represents the potential limits of USACE jurisdiction. The geospatial boundary of each waterbody would be captured using a GPS-enabled tablet. Each waterbody feature would be assigned a unique feature identification number with an "S" prefix. For NWI- and NHD-identified stream features where OHWM indicators were absent, representative photos and photo point locations were recorded. These areas are classified as uplands. The USACE criteria to identify jurisdictional determinations for waterbodies include the continuous presence of OHWM indicators and downstream connectivity to jurisdictional waterbodies. Downstream connectivity for delineated waterbodies in the field would be determined based on the continuous presence of an OHWM and connection to downstream waterbodies. Outside the Study Area where land access was not available, aerial imagery was used to supplement field observations in determining downstream connectivity. For delineated features that did not have a continuous bed and bank or continuous evidence of an OHWM, these features were determined not to have downstream connectivity. For features with periodic OHWM indicators but no downstream connectivity, the geospatial boundary of the waterbody would be mapped where the OHWM indicators were present. Colorado Sand Company LLC — Kersey Mine November 20, 2023 Wetland and Waterbody Delineation Report 3 =i TRC 4.0 Results Desktop and field survey results are presented in the following discussion. 4.1 Precipitation The NOAA Agricultural Applied Climate Information System was used to obtain historical and antecedent rainfall data for the USDA NRCS Climate Analyst for Wetlands Tables (WETS) and NOAA Regional Climate Centers. Historical rainfall records from the Greeley UNC, Colorado weather station were used to determine the normality of rainfall using the Direct Antecedent Rainfall Evaluation Method (NOAA 2023). Precipitation data from the Greeley UNC, Colorado weather station was used to determine the measured rainfall for the three months prior to and during the survey period. Table 1 provides a rainfall summary for the Study Area for the October survey. Based on these calculations, this region of Weld County was determined to be normal for the survey period. Table 1. Rainfall Summary for Weld County, Colorado Prior Month WETS Percentile Rainfall (inches) Evaluation Month: October 2023 30th 70th Measured (inches)Vlleightb Rainfall Conditions Month Scores Three months prior to October 16, 2023, Survey Date 1St September 0.53 1.33 0.28 1 3 3 2nd August 0.69 1.66 1.78 3 2 6 3rd July 0.75 1.85 3.07 3 1 3 Sum 5.13 12 Description d Normal a Condition values are 1 for < 30th percentile, 2 for between 30th and 70th percentiles, and 3 for > 70th percentile. b Month Weight is 3 for the most recent month, 2 for the prior month, and so on. c Score is the product of the Condition and Month Weight values. d Drier than normal (sum of score = 6-9), normal (sum of score = 10-14), wetter than normal (sum of score = 15-18). Source: NOAA 2023. 4.2 Land Use and Vegetation The Study Area topography is a mosaic of flat to small rolling hills. The elevation of the Study Area ranges from 4600 feet above mean sea level (amsI) to 4790 feet amsl.The Study Area is located within the High Plains Level III Ecoregion, classified further as Flat to Rolling Plains within that Ecoregion (Chapman et al 2006). The High Plains Ecoregion is characterized by rolling plains and grasslands situated at a relatively high elevation. Native vegetation in this Ecoregion consists of short -grass or mixed -grass prairie species, scrub, and some sagebrush steppe. Consistent with the aerial imagery, approximately 3,760 acres (approximately 93 percent) of land cover within the Study Area is classified as grassland herbaceous by the National Land Cover Database (NLCD). Approximately 230 acres (6 percent) are classified as shrub/scrub. The remaining approximately Colorado Sand Company LLC — Kersey Mine November 20, 2023 Wetland and Waterbody Delineation Report 4 =i TRC 30 acres (1 percent) are classified as developed open space; developed low intensity; and developed medium intensity (TRC 2023). Based on a review of current and historic aerial photography, the Study Area and adjacent properties have historically been used for fossil fuel extraction (Google Earth Pro 2023). According to Rextag and Colorado Oil and Gas Conservation Commission (COGCC) data, 81 unique pipeline segments are mapped within the Study Area totaling approximately 34.9 miles of documented pipeline. There are 11 segments of crude oil pipeline totaling approximately 8 miles, 69 segments of natural gas pipeline totaling 23.5 miles, and 1 segment of miscellaneous oil pipeline totaling approximately 3.4 miles. All operational segments are classified as gathering pipelines (TRC 2023). 4.3 Soils The National Technical Committee for Hydric Soils defines hydric soils as "a soil that formed under conditions of saturation, flooding, or ponding long enough during the growing season to develop anaerobic conditions in the upper part." The major and minor components of a soil map unit are classified as to how likely they are to be hydric and are rated on a range from hydric to nonhydric. According to the NRCS Soil Survey for Weld County, there are three mapped soil series present within the Study Area (Figure 2 (Appendix A)). All soil map units within the Study Area are classified with a hydric rating of zero (0). Table 2. Soils Identified within the Study Area Symbol Map Unit Soil Type Drainage Class Hydric Soil Rating (percent) of Percent Study Area 69 Valent sand, 0 to 3 percent slopes Excessively Drained 0 34.9 70 Valent percent sand, slopes 3 to 9 Excessively Drained 0 63.7 72 Vona loamy sand, 0 to 3 percent slopes Well Drained 0 1.4 Source: USDA NRCS 2023.Wetlands 4.4 Wetlands and Waterbodies 4.4.1 Desktop Analysis The NWI and NHD public resource data sets depict one stream in the northeast corner of the Study Area and two wetlands in the southeast section of the Study Area. Based on current and historic imagery the wetlands may be associated with current and/or historic impoundments used for cattle operations (Google Earth Pro 2023). See Figure 3 (Appendix A) for NHD and NWI mapped waters. Colorado Sand Company LLC — Kersey Mine November 20, 2023 Wetland and Waterbody Delineation Report 5 =i TRC 4.4.2 Wetlands Based on field observations, no wetlands were identified within the Study Area. NWI-mapped wetland locations were investigated and determined to lack one of more of the three criteria necessary that define a wetland. Although hydrophytic vegetation (saltgrass [Distichlis spicata]) was present, hydric soil indicators were absent and hydrologic indicators were marginal at best. In addition, the NWI-mapped wetland locations occur in uplands adjacent to a remnant u nlined stock pond historically and artificially fed by a well pump powered by solar panels. The pumped water required to fill the cattle pond is no longer necessary as cattle operations have ceased in the Study Area. See Figure 4 (Appendix A) and Appendix B for representative photographs and photo point locations. 4.4.3 Waterbodies One 0.38 -acre manmade stock pond (S-AJL-1) was delineated along a OHWM consisting of a defined bank situated above mud cracks. The stock pond contained no water at the time of survey and contained one inlet structure from a solar powered well pump and no outlet structures. Vegetation was mostly absent except for intermittent patches of saltgrass and kochia (Bassia scoparia) along and above the OHWM bench. See Figure 4 (Appendix A) for mapped features. Representative photos of the stock pond are presented in Appendix B. The NHD-mapped stream located in the northeast section of the Study Area was further investigated. OHWM indicators were absent and there was no indication of a water course in the vicinity of the NHD-mapped feature. See Figure 4 (Appendix A) and Appendix B for representative photographs and photo point locations. 5.0 Conclusions and Recommendations A wetland and waterbody delineation survey was conducted within CSC's proposed Kersey Mine Study Area on October 16 and 20, 2023. This region of Weld County was determined to be within its normal precipitation range for the three months leading up to the survey. Based on field o bservations, no wetlands and one waterbody were identified within the Study Area. The one 0.38 -acre waterbody (S-AJL-1), a former cattle pond, was not observed to have downstream connectivity to federally jurisdictional waterbodies. As none of the features were observed to have downstream connectivity to jurisdictional waters, the Project is not anticipated to be subject to regulation pursuant to Section 404 of the CWA. The u ltimate authority to determine federal wetland and waterway boundaries and jurisdiction rests with the USACE Omaha District (Denver Office). Decisions made by the USACE may result in modifications to the conclusions stated in this report. Colorado Sand Company LLC — Kersey Mine November 20, 2023 Wetland and Waterbody Delineation Report 6 =i TRC 6.0 References Chapman, S.S., Griffith, G.E., Omernik, J.M., Price, A.B., Freeouf, J., and Schrupp, D.L. 2006. Ecoregions of Colorado: Reston, Virginia. U.S. Geological Survey (map SAN scale 1:1,200,000). Cowardin, L. M., V. Carter, F. C. Golet, and E. T. LaRoe. 1979. Classification of wetlands and deepwater habitats of the United States. U.S. Fish and Wildlife Service. FWS/OBS-79/31. Washington, DC. ESRI. 2018. USGS EROS Archive - Aerial Photography - National Agriculture Imagery Program (NAIP). Accessed October 2023, from: https://www.usgs.gov/centers/eros/science/usgs- eros-archive-aerial-photography-national-agriculture-imagery-program-naip Google Earth Pro. 2023. Google Earth Pro historic aerial imagery of 40°24'44.66" N, 104°24'45.25" W. Accessed October 2023. Lichvar, Robert W. and S. M. McColley. 2008. A Field Guide to the Identification of the Ordinary High Water Mark (OHWM) in the Arid West Region of the Western United States. Prepared for the U.S. Army Corps of Engineers Wetland Regulatory Assistance Program. August 2008. National Oceanic and Atmospheric Administration (NOAA). 2023. AgAC/S for Weld County. Accessed October 2023, from: http://agacis.rcc-acis.org/?fips=49007 TRC Environmental Corporation (TRC). 2023. Critical Issues Analysis for the Kersey Mine. Prepared for Colorado Sand Company LLC, November 2023. U .S. Army Corps of Engineers (USAGE). 1987. Corps of Engineers Wetlands Delineation Manual. U.S. Army Corps of Engineers, Waterways Experiment Station, Wetlands Research Program, Technical Report Y-87-1. Vicksburg, MS. January 1987 - Final Report. 92 pp.+ app. U .S. Army Corps of Engineers (USAGE). 1991a. "Questions & Answers on the 1987 Manual," Memorandum from John F. Studt. October 7, 1991. U .S. Army Corps of Engineers (USAGE). 1991b. "Implementation of the 1987 Corps Wetland Delineation Manual," Memorandum from John P. Elmore. August 27, 1991. U .S. Army Corps of Engineers (USACE). 1992. "Clarification and Interpretation of the 1987 Manual," Memorandum from Major General Arthur E. Williams. March 6, 1992. U .S. Army Corps of Engineers (USACE). 2010. Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Great Plains Region. Version 2.0, ed. J. S. Wakeley, R. W. Lichvar, and C. V. Noble. ERDC/EL TR-10-1. Vicksburg, MS: U.S. Army Engineer Research and Development Center. U .S. Department of Agriculture (USDA) Natural Resources Conservation Service (NRCS). 2023. Web Soil Survey. Accessed October 2023, from: https://websoilsurvey.sc.egov.usda.gov/App/WebSoilSurvey.aspx Colorado Sand Company LLC — Kersey Mine November 20, 2023 Wetland and Waterbody Delineation Report 7 =i TRC U .S. Fish and Wildlife Service (USFWS). 2023. National Wetlands Inventory- Wetlands Mapper. Accessed October 2023, from: https://www.fws.gov/wetlands/data/mapper.html U .S. Geological Survey (USGS). 2023a. National Hydrography Dataset (NHD). Accessed October 2023, from: https://www.usgs.gov/core-science-systems/ngp/national- hydrography/ U .S. Geological Survey (USGS). 2023b. Barnesville, CO [map]. 1:24,000, Topographic Quadrangle Map, Reston VA. Colorado Sand Company LLC — Kersey Mine November 20, 2023 Wetland and Waterbody Delineation Report 8 Appendix A: Figures MAP ROTATION LL) T v� u r• 0 0 it � : q PIE it) r� d CC STUDY AREA BASE tylAP: USGS TOPO tu1AP QUAD: BARNESVILLE DATA SOURCES: TRC 1,250 2,5CID FEET 1.30 000 1" _ 2,500' PROJECT: COLORADO SAND COMPANY, MERSEY MINE WELD COUNTY, COLORADO TITLE: STUDY AREA LOCATION CIE NAB DRNAh LAY A CLINE PR =!J. 535891 CEIECKED °''r' B 1 (I', "r' APPROVED BY: 5 RT DATE: NJ 0 I_ �ti , � .� L l �.,, . �,, •,J FIGURE 1 1526 COLE BOULEVARD BUILDING 3. SUITE 150 LAKEWOOD, CO 80401 PHONE: 303192.5555 R_ _ COLORADO SAND CO_PROPOSAL AP ROTrATi0N: Q J • 'a - ihit sym l Mf unit name Rating I dric Rating %lelicl in 01 Percent orisiO. .dap 69 Valent sand, 0 to 3 percent slopes Excessively drained 0 1,404.50 34,90% 70 Valent send, 3 to 0 percent slopes Excessively drained 0 2,560.80 63.70% 72 Vona loamy sand, 0 to 3 percent slopes well drained 0 57.6 1.40`.', -- Iii . -- _ - - _ Hlt 7 11 . ii 72 r\ 6I9 ) . Pses I : 0 70 `4....' S I 69 C170 69 r 1� , 1 ril ' I � 69 69 i l 0 70 , \\ i I i 4 \ . . PROJECT: COLORADO SAD WELD COUNTY, 'COMPANY, MERSEY COLORADO MINE STUDY AREA SOIL TYPES 0 1,250 2,500 60 - VALENT 70 - VALENT 72 w BASE MAP. ESRI wttsORLD� DATA SOURCES: TPA,. A LOAMY 'aJRS SAND, SAND, IMAGERY° 0 3 SAND, WEB SOIL TO TO BASEM�AP 3 9 0 SURE' PERCENT PERCEPT TO 3 PERCENT SLOPES SLOPES SLOPES TITLE: MRCS SOIL MAP UNITS 1.30,000 FEET r" - 2.500 ' Greeley DRAWN BY: H, C-,' I- V.,1 F PR Citi NO.. 535891 C.:HECKEL) BY B. TRACY PPRai5,ED BY: A. LAARTZ FIGURE 2 i 1t, — 1520 COLE BOULEVARD A BUILDING 3, SUITE 150 � LAKEWOOD, CO 90401 PHONE: 303.792.5555 R H - COLORADO SAND CO_PROPOSAL -I ••••• •• ••• •. •••• '•' ▪ •"• • • • • • • •'• • . • . .'• • • • ' • .' • • • • •,' • • '• ' • • • • •• •f . • • • • • • • • • • • '• • • • • • •• • • •• • • • • • • • • ••• ♦tea • • • • •• • • ' ••• • •• '• • • • •• ••• • • • I • • f • t • • •' • • • • - ♦ •> •' ♦ • •' • • ••S • • • •-. ' ' ••• •' • • •• • •• • • ••• 0 • ♦ • •• ' • •. 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'• ' . • •• • • • • • • • • • ' • • • •• • • • • • 1.9 • • • • • •• ' • • •• + • • • N • • • • • • • • 4 • BASE MAP: ESRI'WORLD IMAGERY* BASEMAP DATA SOURCES: TRC• NHQ, NWI, FEMA PROJECT: COLORADO SAND COMPANY, KE'RSEY MINE WELD COUNTY, COLORADO 1526 COLE BOULEVARD BUILDING 3, SUITE 154 LAKEWOOD, CO 80441 PHONE: 343.792.5655 FEAT' MAP .NOTATION, 0 CFORD1NATc SYSTEM' NAB 1983 S TATEPLANE COLORADO NORTH FIRS. 0.50 Appendix B: Photographs Kersey Mine Project Photographs October 2023 Photo 1. NHD stream not present. Ordinary high water mark (OHWM) indicators are absent. View facing Northwest from the Project Boundary. Photo 3. NWI wetland not present. Area is lacking hydrology and hyd ric soils indicators. View facing North. Photo 5. Stock pond (S-AJL-1). View facing North. Photo 2. NHD stream not present. OHWM indicators are absent. View facing Southeast toward the Project Boundary. NO .�.: t. _maw 7.. Photo 4. NWI wetland not present. Area is lacking hydric soil indicators. View facing North. Photo 6. Stock pond (S-AJL-1). View facing South. Exhibit 8 Page 12 EXHIBIT 8-2 HABITAT ASSESSMENT REPORT Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: A TR C Special Status Species and Habitat Assessment Report May, 2024 Kersey Mine P repared for: Colorado Sand Company LLC 2001 Kirby Drive, Suite 360 Houston, TX 77019 P repared by: TRC 1526 Cole Boulevard, Building 3, Suite 150 Lakewood, Colorado 80401 C �.. �.` :: �/ 4.41/44i., a^ ♦ ' i r -A '-4,1 Cir TL• r t v ''- \..�' tr • .t IN ' i 1 a : ge.'ot A. 's'=`' i. P�G;b} r' p�i_:., .. :- es .,'tit , r.I11,♦ • _ , 1" ..S;r .�.• S•. n ., ii, ' )! e I..D ci4i. :,i � *Weft �� it r r r ;�. r_. .r •� �• ��} �i'f41.1(l . / ; r . , • r r�'r�r- .:' ,rj`+. ,! . y' �I� S f r r''� .. -' i itX� N-• _.y. , r ?qtl - N. r J �- J �• fir J 1 =i TRC Table of Contents Acronyms and Abbreviations ii 1.0 INTRODUCTION 1 2.0 METHODS 2 2.1 Desktop Resource Assessment 2 2.2 Field Survey 2 3.0 RESULTS 3 3.1 Desktop Resource Assessment 3 3.2 Field Survey 7 4.0 CONCLUSIONS AND RECOMMENDATIONS 9 5.0 REFERENCES 10 Tables Table 1. Federally Listed Species Identified as Potentially Occurring in the Study Area 3 Table 2. State -Listed Species Identified as Potentially Occurring in the Study Area 6 Table 3. Observations Collected During the Field Survey Within the Colorado Sands Kersey Mine Study Area 8 Figures Figure 1. Project Area Location Figure 2. Kersey Mine Project Field Survey Results Colorado Sand Company LLC — Kersey Mine Special Status Species and Habitat Assessment Report May 2024 i =i TRC Acronyms and Abbreviations N otation Definition CNHP COGCC CPW CSC ESA FC FE FT GIS I PaC M BTA P roject P roject Area P FE S C S E ST TRC USFWS Colorado Natural Heritage Program Colorado Oil and Gas Conservation Commission Colorado Parks and Wildlife Colorado Sand Company, LLC Endangered Species Act Federal Candidate Federally Endangered Federally Threatened Geographic Information System Information for Planning and Consultation Migratory Bird Treaty Act Kersey Mine Project Area used for the purpose of this special status species and habitat assessment report located within the limits of construction for the proposed Kersey Mine P roject. P roposed Federally Endangered State Special Concern State Endangered State Threatened TRC Environmental Corporation U .S. Fish and Wildlife Service Colorado Sand Company LLC — Kersey Mine Special Status Species and Habitat Assessment Report May 2024 ii =i TRC 1.0 Introduction TRC Environmental Corporation (TRC) was contracted by Colorado Sand Company LLC (CSC) to prepare this habitat assessment for special status species having the potential to occur within CSC's Kersey Mine Project (Project). The Project is a proposed surface pit industrial sand mine located on approximately 4,018 acres in Weld County, Colorado (Figure 1). The Project is located within privately owned open -range lands that have been utilized for oil and gas production. The Project is located north of County Road 388 and east of County Road 61 approximately 6.5 miles east -north-east of the Town of Kersey, Colorado (Project Area). The Project is located within public land survey system Township 5 North, Range 63 West, Sections 2, 3, 10, 11, 14, 15, and Township 6 North, Range 63 West, Section 34. Field surveys were conducted within and adjacent to the Project Area to locate the presence of special status species and associated habitat(s). Special status species include those listed as threatened or endangered, proposed for listing, or candidates for listing under the Endangered Species Act (ESA), the Migratory Bird Treaty Act (MBTA), the Bald and Golden Eagle Protection Act, as well as species listed by the State of Colorado as threatened, endangered, or special concern . Colorado Sand Company LLC — Kersey Mine Special Status Species and Habitat Assessment Report May 2024 1 =i TRC 2.0 Methods 2.1 Desktop Resource Assessment Prior to fieldwork, TRC conducted a desktop resource assessment within and adjacent to the Project Area. The desktop assessment included publicly available Geographic Information System (GIS) databases and information from the U.S. Fish and Wildlife Service (USFWS), Colorado Parks and Wildlife (CPW), and Colorado Natural Heritage Program (CNHP) to identify suitable habitat and the current range for special status species within the Project Area. Sources of information included the USFWS Information for Planning and Consultation (IPaC) Trust Resources Report (Project Code: 2023-0135698) to determine the potential for federally listed threatened and endangered species and Designated Critical Habitat that may occur within and adjacent to the Project Area (USFWS 2023). In addition, TRC obtained the state-wide CPW Threatened and Endangered Species List (CPW 2023a) and utilized public GIS databases (CPW 2023b; COGCC 2023; CODEX 2023) to determine the potential for State of Colorado Threatened, Endangered, or Special Concern to occur within and adjacent to the Project Area. TRC reviewed aerial imagery, existing land use/cover data, species -specific literature, and the Colorado State Wildlife Action Plan to evaluate the known range and presence/absence of potentially suitable habitat within the Project Area (Google Earth Pro 2023; MRLC Consortium 2023; CPW 2015). Species occurrence records within a larger quad -based area were obtained from the CNHP (CNHP 2023). 2.2 Field Survey TRC's field survey was conducted on October 16 and 20, 2023. The field survey Study Area included the Project Area plus 0.25 -mile and 0.5 -mile spatial buffers recommended by CPW (2020). CPW recommends spatial buffers around a project area to determine the presence of project -adjacent raptor nests. Observations outside the Project Area were made from a vehicle using binoculars and spotting scopes where public access along existing roads was available. Within the Project Area, TRC biologists Patti Lorenz and Rose Crispin conducted a ground - based field survey that consisted of scoping the Project Area with binoculars and a spotting scope on foot and from a vehicle to observe species present, locate suitable habitats (e.g., trees, grasslands, riparian areas, prairie dog towns, and other mammal burrows) and locate raptor nests. Also documented at the time of survey were signs such as whitewash or other indicators of past or present nesting (e.g., defensive behavior by raptors in the area, the presence of juvenile birds, and repeated observations of raptors, including ravens, in the same general area) . The locations of any special status species, raptor nests, and suitable habitats were recorded and mapped with a GPS unit. Colorado Sand Company LLC — Kersey Mine Special Status Species and Habitat Assessment Report May 2024 2 =i TRC 3.0 Results 3.1 Desktop Resource Assessment According to the USFWS IPaC Trust Resources Report (USFWS 2023), ten ESA listed or candidate species were identified as potentially occurring within the Project Area or potentially affected as a result of Project implementation (Table 1). No Designated Critical Habitat is mapped within or in the vicinity of the Study Area (USFWS 2023). Table 1. Federally Listed Species Identified as Potentially Occurring in the Study Area Common Name Scientific Name Status' Preliminary Analysis y within the Stud Areal y Mammals jumping Preble's meadow mouse Zapus hudsonius preblei FT Unlikely. developed undisturbed source. combination These Suitable plains grassland of riparian riparian grasses, habitat communities areas forbs, for vegetation the include and species shrubs. with and a relatively consists adjacent, a nearby of water dense well relatively - Gray Wolf Canis lupus FE Unlikely. throughout IPaC, only predator needs due Lone, management the to the to dispersing state be location considered of Colorado. of program. gray the if the wolves According Study Project may Area, includes be to this the present species USFWS a Tricolored bat Perimyotis sublavus PFE Unlikely. abandoned During found occasionally 2024). area, may may habitat because existing in but provide forage the Forested In forested will oil oil Project spring, through not and winter, mines, utilize and potential be gas habitats habitats gas disturbance summer, removed tricolored and human the structures. structures roosting culverts are Project where structures bats and as not will habitat a associated fall, adjacent Area. are they found result remain tricolored often roost for and However, within of to 100 roosting the individual found with in the trees, the Project feet bats roads. Project roosting from in (USFWS Project are caves, but bats may Area Birds Eastern black rail Laterallus jamaicensis ssp. jamaicensis FT Unlikely. a year-round wintering wet saltmarshes, meadows The habitat resident. and species including for impounded the is Suitable known species riparian wetlands. to nesting, occur consists marshes, in migrating, of Weld marshes coastal County as and and prairies, Piping plover Charadrius melodus FT None. Platte species activities Platte, The River or is only or Laramie Project Basin. use required would River Area Based occur is located on for basins. consideration the within within USFWS the North the if IPaC water Upper Platte, Report, -related South South this Colorado Sand Company LLC — Kersey Mine Special Status Species and Habitat Assessment Report May 2024 3 =i TRC Common Name Scientific Name Statusl Preliminary Analysis y within the Stud Y Areal Whooping crane Grus americana FE Unlikely. affected September agriculture during Based through fields on migration for the October), stopover USFWS season as habitat IPaC, (April whooping this during species to mid -May, cranes migration. may often be or mid - use Colorado Sand Company LLC — Kersey Mine Special Status Species and Habitat Assessment Report May 2024 4 =i TRC Common Name Scientific Name Statusl Preliminary Analysis y within the Stud Y Areal Fish Pallid sturgeon Scaphirhynchus albus FE None. Platte species activities Platte, River The or is or only Laramie Project use Basin. required would River Area Based occur is located for basins. on consideration the within within USFWS the North the IPaC if Upper water Platte, Report, -related South South this Insects Monarch butterfly Danaus plexippus FC Possible. host the butterfly ESA; requirement Project plant) therefore, Suitable does for Area. the not for an the breeding monarch As receive effects monarch a candidate statutory determination habitat butterfly butterfly. species, (i.e., protection obligate may be the is not milkweed present monarch under a the within Plants Ute ladies'- tresses Spiranthes diluvialis FT Unlikely. variable. banks, perennial perennial maintained point Suitable One streams, graminoid- by example bars, grazing, habitat floodplains, with and of periodic for a the suitable high-water forb-dominated or flooding, species oxbows habitat table is complex includes associated and vegetation or short, mowing. alluvial and with Western prairie fringed orchid Platanthera praeclara FT None. Platte species activities Platte, River The or is or only Laramie Project use Basin. required would River Area Based occur is located for basins. on consideration the within within USFWS the North the IPaC if Upper water Platte, Report, -related South South this Sources: USFWS 2023; Cornell Lab of Ornithology 2023, USFWS 2024. 1 FE = Federally Endangered; FT = Federally Threatened; FC = Federal Candidate; PFE = Proposed Federally Endangered 2 Potential for occurrence based on desktop analyses. Informal consultation with the USFWS Colorado ESFO will be required to confirm these preliminary findings. The CPW state Threatened and Endangered Species List identifies 31 species including 1 amphibian, 8 birds, 14 fish, and 8 mammals. State -listed threatened and endangered species are protected pursuant to Colorado Revised Statutes 33-2-105 and 33-6-109, and CPW Final Regulations Chapter 10, Article I, #1000 -Protected Species, wherein harassment, take, or possession of state -listed threatened and endangered species is prohibited. Species designated as State Special Concern are not protected under the statutory category described for threatened and endangered species but are considered in this analysis. Table 2 presents an assessment of each species that has the potential to occur within the Study Area based on known range and habitat requirements. Of the species listed in Table 2, only the ferruginous hawk has been documented by CNHP as observed in the Project vicinity (CNHP 2023). Based on the desktop resource assessment, no historic raptor nest sites have been documented within 0.5 miles of the Study Area. Based on habitat preference, geographic range, and habitat mapping (including desktop and field verification) conducted by TRC for the Project, suitable habitat for raptors, including burrowing owls, does occur within the Study Area. Colorado Sand Company LLC — Kersey Mine Special Status Species and Habitat Assessment Report May 2024 5 =i TRC Table 2. State -Listed Species Identified as Potentially Occurring in the Study Area Common Name Scientific Name Status Suitable Habitat Potential Project for Occurrence in Area Mammals Black- Footed Ferret Mustela nigripes SE Open prairie. grassland and Unlikely. present However, coordination cleared habitat black Colorado after no ranging longer -footed determining (the within all black Prairie the (including black contain with main ferrets) -footed the USFWS dog -tailed CPW prey that any Project in towns Weld ferrets. in source these wild prairie eastern has Area. County), are block areas free dog of - - Plains Pocket Gopher Geomys bursarius SC Loose, soils plains plant of cover. sandy/silty the with eastern edible Likely. within the Suitable in Project habitat Area. is found Birds Burrowing Owl Athene cunicularia ST Short prairie agricultural associated mammal to and mixed burrows. fields; with -grass small Likely. within the Suitable Project habitat Area. is present Ferruginous Hawk Buteo regalis SC juniper Grasslands, sagebrush saltbush-greasewood shrublands, edges to elevations. moderate of forests pinyon- country, and at low Unlikely. not Project structures Area pairs. likely could Area. Suitable to be adjacent be Existing utilized present nesting to oil the by within and habitat Project nesting the gas is Long Curlew -billed Numenius americanus SC Open relatively and vegetation. habitat prairies, and fields. small, agricultural habitats includes short pastures, woody Breeding with grass Possible. within the Suitable in Project habitat Area. is found Mountain Plover Charadrius montanus SC Prairie arid fields. plains, grasslands, and Possible. within the Suitable in Project habitat is Area. found Source: USFWS 2023; CODEX 2023; Cornell Lab of Ornithology 2023; CPW 2023a. 1 SE = State Endangered; ST = State Threatened; and SC = State Special Concern Colorado Sand Company LLC — Kersey Mine Special Status Species and Habitat Assessment Report May 2024 6 =i TRC 3.2 Field Survey During the field survey, the Study Area was observed to consist entirely of grassland habitat dissected by oil and gas wells and gravel access roads. One special status species, the burrowing owl, was observed during the field survey. Table 3 lists TRC's observations documented during the field survey. Figure 2 shows the locations of TRC observations. Five active black -tailed prairie dog towns were recorded within the Study Area. Burrowing owls were observed within two of the prairie dog towns during the field survey (Table 3; Figure 2). One active burrowing owl burrow/nest site (Map ID 10) was identified within a prairie dog town (Map ID 09) withing the 0.5 mi buffer of the Project Area during the October 16th, 2023, survey. A second burrowing owl was observed flying (Map ID 03) in another prairie dog town (Map ID 02), but no burrow/nest was observed in the vicinity of the burrowing owl in flight. No federally listed, proposed, or candidate species were observed during the field survey. Of the ten species analyzed (Table 1), suitable habitat exists in the Study Area for the monarch butterfly. However, the monarch's obligate host species, milkweed was not observed at the time of the survey, but individual plants could have been missed due to the timing of the surveys outside of the flowering period. Existing oil and gas structures or road culverts adjacent to the Project may provide suitable roosting habitat for the tricolored bat. However, roosting habitat will not be removed as a result of Kersey Mine implementation and all disturbance will remain 100 feet from the existing oil and gas structures. Food and water sources (agricultural reservoirs and wetlands and waterbodies associated with the South Platte River) are located within two miles of the Project. Therefore, there is potential for this species to occur as a transient while foraging through the Permit Area. Areas of suitable habitat for all of the State listed threatened, endangered, and special concern species listed in Table 2 were observed within during the field survey. However, prairie dog towns recorded during the field effort are not present in areas of black footed ferret reintroductions. Additionally, the prairie dog towns observed are small in size and fragmented throughout the Study Area and, therefore, are not ideal for potential future reintroductions of the black -footed ferret. Additional raptor species observed during the survey included one red-tailed hawk perched within the Study Area and multiple northern harriers observed flying through the Study Area (Table 3; Figure 2). Incidental wildlife observations included a variety of species that are common to the area. Two songbird species, horned larks and western meadowlarks, were seen throughout the Study Area. Incidental mammal observations consisted of black -tailed prairie dogs, pronghorn antelope, cottontail rabbits, and coyote (scat observed). Two species of reptiles observed were prairie rattlesnakes and an ornate box turtle (Table 3; Figure 2). Colorado Sand Company LLC — Kersey Mine Special Status Species and Habitat Assessment Report May 2024 7 =i TRC Table 3. Observations Collected During the Field Survey Within the Colorado Sands Kersey Mine Study Area Date Map ID Observation Comments 10/16/2023 01 Northern Harrier Species observed; 3 adults observed foraging/soaring/perched. 10/16/2023 02 Prairie Dog Town Active, burrowing owl and mountain plover habitat; Prairie rattlesnake observations within this town. 10/16/2023 03 Burrowing Owl Species observed; Observed flying at Map ID 02. 10/16/2023 04 Burrow Plains observed. pocket Rabbit gopher scat habitat; nearby. Burrows No pocket 3-4 inches gophers in diameter; observed at soft the sandy time of soil; survey. no mammals 10/16/2023 05 Burrow Plains pocket gopher habitat. No mammals observed at the time of survey. 10/16/2023 06 Prairie Dog Town Active. Suitable burrowing owl and mountain plover habitat. 10/16/2023 07 Prairie Dog Town Active. Suitable burrowing owl and mountain plover habitat. 10/16/2023 08 Northern Harrier Species observed flying through the Project Area. 10/16/2023 09 Prairie Dog Town Active. Suitable burrowing owl and mountain plover habitat. 10/16/2023 10 Burrowing Owl Species observed within a burrow at Map ID 09. 10/16/2023 11 Red-tailed Hawk Species observed perched on oil and gas structure 10/20/2023 12 Mountain Plover Habitat No mountain plover observed at time of survey. 10/20/2023 13 Prairie Dog Town Active. within Suitable this town. burrowing owl and mountain plover habitat. Prairie rattlesnake (2) observations 10/20/2023 14 Ornate Box Turtle Species observed at Map ID 13. Colorado Sand Company LLC — Kersey Mine Special Status Species and Habitat Assessment Report May 2024 8 =i TRC 4.0 Conclusions and Recommendations Based on the special status species and habitat assessment, the following critical issues were identified that could result in the need for additional agency consultation and mitigation measures: • Suitable habitat for the monarch butterfly could not be ruled out during the field survey. Additional surveys during the milkweed's flowering season are recommended to determine the potential for presence of monarch butterflies and their obligate host species within the Project Area. As a Federal Candidate species, the monarch butterfly does not receive statutory protection under the ESA. • Existing oil and gas structures adjacent to the Project Area may provide suitable roosting habitat for the tricolored bat. However, Project disturbance will remain, at a minimum, 100 ft. from the existing oil and gas structures. Therefore, disturbance to roosting habitat as a result of the Project is not anticipated. • Burrowing owls (State Threatened) were observed in the Study Area. Potentially suitable habitat for the other five state -listed species (Table 2) may be present within the Project Area. TRC recommends consultation with CPW to obtain recommendations regarding the minimization of impacts on these species. • One active burrowing owl nest was documented within the Project Area during the October 2023 field survey. CPW recommends restricting ground disturbance and human encroachment within 1/4 mile of an active nest during the nesting season (March 15 through August 31). If future ground disturbance, facilities demolition, and human encroachment will occur within prairie dog towns between March 15 through October 31, additional pre -construction surveys should be conducted following CPW survey guidelines to determine the presence or absence of burrowing owls and their nests. • Because burrowing owls may be present at a nest site up to one month prior to egg laying and several months after the young have left the nest, CPW recommends that efforts to eradicate prairie dog towns or destroy abandoned towns not occur between March 15 through October 31 (CPW 2020). • Other migratory bird species observed in the Project Area include northern harriers, a red-tailed hawk, and a number of common songbird species. To ensure compliance with the MBTA, CPW recommends implementing avoidance measures such as performing land clearing/disturbance and existing facilities demolition outside of the breeding season for most migratory birds (August 1 through March 14) (CPW 2020). If future ground disturbance, facilities demolition, and human encroachment will occur during the breeding season (March 15 through July 31), additional pre -construction surveys for nesting birds should be conducted and nest buffers and avoidance periods should be implemented around active avian nests based on CPW and USFWS recommendations. If the start of ground disturbing activities and human use within the Project occurs prior to the start of the nesting season and nesting birds move into the area within the recommended buffer, TRC recommends consulting with CPW and the USFWS on additional mitigation measures, such as the use of a monitor during construction activities. Colorado Sand Company LLC — Kersey Mine Special Status Species and Habitat Assessment Report May 2024 9 A TRC 5.0 References Colorado Conservation Data Explorer (CODEX). (2023). GIS Online Mapping. Accessed October 2023 at: Map J CODEX (colostate.edu) Colorado Natural Heritage Program (CNHP). (2023). CNHP Spatial Layers — Statewide Elements by Quad. Accessed October 2023 at: https://cnhp.colostate.edu/maps/cnhp- spatial-layers/ Colorado Oil and Gas Conservation Commission (COGCC). (2023). GIS Online Mapping. Accessed October 2023 at: https://cogccmap.state.co.us/cogcc gis online/ Colorado Parks and Wildlife (CPW). (2015). State Wildlife Action Plan. Accessed October 2023 at: https://cpw.state.co.us/aboutus/Pages/StateWildlifeActionPlan.aspx Colorado Parks and Wildlife (CPW). (2020). Recommended Buffer Zones and Seasonal Restrictions for Colorado Raptors. Colorado Parks and Wildlife. (2023a). Threatened and Endangered Species List. Accessed October 2023 at: https://cpw.state.co.us/learn/Pages/SOC- ThreatenedEndangeredList.aspx. Colorado Parks and Wildlife (CPW). (2023b). Wildlife Species Map Application. Accessed October 12, 2023 at: https://cpw.maps.arcgis.com/apps/instant/interactivelegend/index.html?appid=b3e1f4c17 e98481c85f9683b02e91250 Cornell Lab of Ornithology. (2023). All About Birds. Accessed October 2023 at: https://www.allaboutbirds.orginews/ Google Earth Pro. (2023) Current and historic aerial imagery of 40°24'43.03"N, 104°24'54.12"W. Accessed October 2023. Multi -Resolution Land Characteristics (MRLC) Consortium. (2023). MRLC Viewer All National Land Cover Database (NLCD) 2076 Contiguous United States Land Cover. Accessed October 11, 2023, at: https://www.mrlc.gov/viewer/ U.S. Fish and Wildlife Service (USFWS). (2024). Environmental Conservation Online System (EGOS). Tricolored bat (Perimyotis subf/avus)Accessed May 22, 2024 at: https://ecos.fws. gov/ecp/species/10515. U.S. Fish and Wildlife Service (USFWS). (2023). Unofficial IPaC resource list for the Sands Project, September 29, 2023. Colorado Sand Company LLC — Kersey Mine Special Status Species and Habitat Assessment Report May 2024 10 Figures COORDINATE SYSTEM: NAD 1983 STATEPLANE COLORADO NORTH FIRS 0501 FEET, MAP ROTATION: 0 - SAVED BY: JSTRONA ON 6/4/2024, 16:21:20 PM; FILE PATH: T.'I1-PROJECTSICOLORADO SAND COMPANY1535891 KERSEYMINEI2-APRXICOLORADO SAND CO KERSEY MINE.APRX: LAYOUT NAME: FIGURE 1 SITE LOCATION 18 K67 -, r Barnesville anus Ile •Station •a-,- ;!Jonesville School Ali 1 1 •• H46662 Wells 1 f C trek 1 e • w • 17 1 20 �M • • :• •• .• •• 29 f.� =wea WSI- tt• • `. a••aaaa.•• �4v ass ae maae•aaa ea .aaaaaa•aaa1, watts seat 1 I r• 44677 4 • ,:i .: • •• `• .4. • A. • . .,ir1 •♦ {e ea 4674 • • 1 : •t6do I e se's e •.••• ••. •Iy2° 21 28 !a, • ••k •• s 47:4 , 33 , .y.,.• 41 e 4x661 • • rb..,' ;Al ••••i'4•'PM. ............ /,} 960.1 5 +••Zes s ptomain, Semen ad Co :6401 �aL_4 aW611 1TH Eypey 2 r 19 460! • •i LATT�, 30• - ems= 067? 45341 c :• • •♦ 1 4 rata eta.. •.a••.•• ,yes.y°• 444 4 �4:..a.•r•.au.a•aay('anll a 17 ♦663 64666 • .• 4 • G 9 .I • 4597 4$3t- '•• IyER510 204 44,4 s' "- a • • e •<• •�••b• .NTAKE 1 • Ta � • I 1 A" • • 16 • e ••730 t •. I �` , •..•.••awsuw • N, ♦ -•••••• r f �' •+• I •- -, • • • • • • • • ;27 •a, • 34.1 • 'Wells C •J 0 • 4401 I J E {4ii?ice-'. 1 t •ess i 4156444414 '•590 • • r —\� 26 /• I •. -• ^44 Wedmill **Oft • 5 ,1 .rio r f`I ;Ole isek me -d I I 13 • t C 36 1 i 1 1 ti • J BM Pr 2 • ae I u.a s� a P • • • a ---"" -.• dF45E.4 YYirdmill ., t \Ia•< 25 ; e_ STUDY AREA USGS 24K QUADRANGLE BOUNDARY WY NE COI COLORADO SAND COMPANY II, LLC KERSEY MINE WELD COUNTY, COLORADO STUDY AREA LOCATION DRAVVN BY: PROJ. NO.. 535891 CHECKED BY: APPROVED BY: R. JENKINS BASE MAP: USGS TOPO MAP QUAD: BARNESVILLE DATA SOURCES: TRC NM OK JUNE 2024 0 2,000 4,000 FEET TRC 1526 COLE BOULEVARD BUILDING 3, SUITE 150 LAKEWOOD, CO 80401 PHONE: 303.792.5555 COLORADO SAND CO_KERSEY MINE OORDINATE SYSTEM: NAD 1983 STATEPLANE COLORADO NORTH F1PS 0501 FEET, MAP ROTATION: D GURE 2 HABITAT ASSESSMENT FIELD SURVEY ON 5. 'A 13:4;:54 PM: FILE PATH: T11-PROJECTSICOLORADO SAND GOAMPANY1535891 KERSEYMINEI2_-APRXICOLORADOSANDCO KERSEYMINF_.APR.Y: CC PROJECT: Q, PROJECT AREA CO 0.5 -MILE BUFFER .025 -MILE BUFFER V, PRAIRIE DOG TOWN DELINEATED BOUNDARY O BURROWING OWL O MOUNTAIN PLOVER HABITAT O NORTHERN HARRIER O PLAINS POCKET GOPHER HABITAT O ORNATE BOX TURTLE O PRAIRIE DOG TOWN O RED-TAILED HAWK BASE MAP: ESRI "WORLD IMAGERY' BASEMAP DATA SOURCES: TRC 0 1,500 3,000 FEET 1:36,000 1" =3,000' COLORADO SAND COMPANY II, LLC KERSEY MINE WELD COUNTY, COLORADO TITLE: HABITAT ASSESSMENT FIELD SURVEY RESULTS Greeley DRAWN BY: A. CLINE PROJ. NO.: 535891 CHECKED BY: B. TRACY APPROVED BY: P. LORENZ DATE: MAY 2024 FIGURE 2 TRc1526 COLE BOULEVARD BUILDING 3, SUITE 150 LAKEWOOD, CO 80401 PHONE: 303.792.5555 FILE: COLORADO SAND CO_KERSEY MINE Exhibit 21 Page 1 EXHIBIT 21 PUBLIC WORKS QUESTIONNAIRE (1) Describe the access location and applicable use types (i.e., agricultural, residential, commercial/industrial, and/or oil and gas) of all existing and proposed accesses to the parcel. Include the approximate distance each access is (or will be if proposed) from an intersecting county road. State that no existing access is present or that no new access is proposed, if applicable. All administrative and plant facilities and related processing activities will be located in central portion of Section 2; Township 5N, Range 63W, with plant ingress and egress from the north Permit Area boundary through a private road extending three miles north to its intersection with Weld County Road (WCR) 68, near the Chevron Processing Plant. The primary access route would continue west on WCR 68 for about 1,000 feet before continuing north on WCR 67 for two miles before joining Colorado Highway 392. See Exhibit 21-1: Site Access for further detail. All access to facilities within the Permit Area is existing and no new access is proposed. The land use along the access route is a mix of oil and gas and agriculture. (2) Describe any anticipated change(s) to an existing access, if applicable. No changes to existing access are anticipated. (3) Describe in detail any existing or proposed access gate including its location. An existing guard shack is located at the Wells Ranch property entrance, approximately 3 miles north of the permit area. The guard shack consists of a building and a locked access gate with a keypad. This guard shack restricts access to the Wells Ranch property and can only open with the input of a code. The installation of an access gate at the Permit Area entrance and exit is proposed (Exhibit 21-2: Mine Access Route). The gate will be closed except to allow vehicles inside and outside the Mine Plant Area. (4) Describe the location of all existing accesses on adjacent parcels and on parcels located on the opposite side of the road. Include the approximate distance each access is from an intersecting county road. All adjacent parcels are used for oil and gas development and are only accessible via private roads. The closest county road, Weld County Road 68, is approximately 3 mules north of the Permit Area boundary. See Exhibit 21-1: Site Access for further detail. (S) Describe any difficulties seeing oncoming traffic from an existing access and any anticipated difficulties seeing oncoming traffic from a proposed access. The intersection sight distance at the private County Road 64 is adequate for passenger vehicles, single unit trucks, and combination trucks to turn onto WCR 68. See Exhibit 23: Traffic Impact Study for further detail. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Exhibit 21 Page 2 (6) Describe any horizontal curve (using terms like mild curve, sharp curve, reverse curve, etc.) in the vicinity of an existing or proposed access. Several mild curves exist along the private access road between the access gate ,just south of Weld County Road 68 and the mine entrance. No sharp curves or reverse curves exist in the vicinity of the proposed access road. See Exhibit 21-2: Mine Access Route and Exhibit 23: Traffic Impact Stucky for further detail. (7) Describe the topography (using terms like flat, slight hills, steep hills, etc.) of the road in the vicinity of an existing or proposed access. South of the proposed access gate at the intersection between Weld County Road 68 and the private access road, the topography of the private access road remains mostly flat for the initial 0.5 miles, featuring a slight hill ascending by about 50 feet. The subsequent 0.75 miles include two gentle turns and another slight lull, accumulating a total elevation gain of 50 feet. At the plant area, the elevation decreases by 50 feet, settling at 4,750 feet while mamtairung a level surface. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Exhibit 21 Page 3 EXHIBIT 21-1 SITE ACCESS Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Exhibit 21 Page 4 EXHIBIT 21-2 MINE ACCESS ROUTE Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Exhibit 25 Page 1 EXHIBIT 25 ENVIRONMENTAL HEALTH QUESTIONNAIRE (1) Discuss the existing and proposed potable water source. If utilizing a drinking water well, include either the well permit or well permit application that was submitted to the State Division of Water Resources. If utilizing a public water tap, include a letter from the Water District, a tap or meter number, or a copy of the water bill. Please see Exhibit 26: Water Supply Documentation. (2) Discuss the existing and proposed sewage disposal system. What type of sewage disposal system is on the property? If utilizing an existing on -site wastewater treatment system, provide the on -site wastewater treatment permit number. (If there is no on -site wastewater treatment permit due to the age of the existing on -site wastewater treatment system, apply for an on -site wastewater treatment permit through the Department of Public Health and Environment prior to submitting this application.) If a new on -site wastewater treatment system will be installed, please state "a new on -site wastewater treatment system is proposed." (Only propose portable toilets if the use is consistent with the Department of Public Health and Environment's portable toilet policy.) CSC will install a commercial septic system on site. Please see Exhibit 27: Sewage Disposal Documentation. (3) If storage or warehousing is proposed, what type of items will be stored? • Sand • Water Treatment Chemicals (flocculant) • Equipment Spare Parts • Diesel Fuel • Diesel Exhaust Fluid • Gasoline • Gases for Welding and Cutting Minimal equipment storage will take place on site. Equipment maintenance will be conducted on an as -needed basis by on -site Contractors. Major repairs and maintenance activities will not occur on site. (4) Describe where and how storage and/or stockpile of wastes, chemicals, and/or petroleum will occur on this site. Off -spec sand will be stored in the process discard stockpile (PDS), west of the plant facility. During mining and as part of final reclamation, this pile will be covered with growth media and seeded, with final vegetation meeting state reclamation criteria. Trash and refuse will be stored in roll off dumpsters and transported to a local landfill. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Exhibit 25 Page 2 Chemicals and petroleum products will be stored inside a covered fueling station. Water treatment chemicals will be stored within the water treatment building. All chemicals will be handled according to the recommendations in Exhibit 25-1: Safety Data Sheets. (S) If there will be fuel storage on site, indicate the gallons and the secondary containment. State the number of tanks and gallons per tank. There will be off road diesel fuel on site. A 12,000 -gallon double walled tank will be at a fueling station, and a portable 1,000 -gallon double walled tank will be in the pit for track equipment. In accordance with 40 CFR 112, a spill prevention. control, and countermeasures (SPCC) plan will be developed and maintained on site. The SPCC Plan will depict the location of all petroleum storage tanks, secondary containment, and response/reporting procedures in the event of a spill or release. The tank will include labeling per National Fire Protection Association (NFPA) requirements. Monthly and annual inspections will be conducted in accordance with the inspection and maintenance requirements to be set forth in the SPCC Plan. CSC will inform the fire district of the size and location of fuel storage on site. Per Colorado Department of Labor and Employment, Division of Oil and Public Safety (OPS), Storage Tank Requirements, Article 3 (Aboveground Storage Tanks), Section 3-1 (AST Program Scope and Applicability), (b)(15), aboveground storage tanks (ASTs) used to store flammable and combustible liquids at mining operations are excluded from the OPS AST requirements, including tank registration. (6) If there will be washing of vehicles or equipment on site, indicate how the wash water will be contained. As limited by the construction stormwater permit, only water will be used to wash equipment: the use of any other fluid is not permitted to wash equipment. Washing will take place at the concrete pad at the wet plant. (7) If there will be floor drains, indicate how the fluids will be contained. The water treatment building will have floor drains, which will drain into a sump and be pumped back to the thickener unit. (8) Indicate if there will be any air emissions (e.g., painting, oil storage, etc.). Air emission sources from the Kersey Mine are as follows: • Fugitive Dust from sand mining activities and haul roads • Primary Screens (2) for wet material • Rescreening (6) for wet material • Dry Plant Screens (4) — completely enclosed • Dryers (3) — baghouse for PM control • Silos (6) — bin vent for PM control (9) Provide a design and operations plan if applicable (e.g., composting, landfills, etc.). Please see Exhibit D-1: Mining Plan in the approved DRMS application (Exhibit 38). Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Exhibit 25 Page 3 (10) Provide a nuisance management plan if applicable (e.g., dairies, feedlots, etc.) Please see Exhibit 32: Nuisance Abatement Plan. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Exhibit 25 Page 4 EXHIBIT 25-1 SAFETY DATA SHEETS Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Exhibit 33 Page 1 EXHIBIT 33 MINING QUESTIONNAIRE Answer the questions per Section 23-4-260 of the Weld County Code. Please type on a separate sheet. If a question does not pertain to your proposal, please respond with an explanation — do not leave questions blank. Ouestions included in the USR Procedural Guide are attached. (I) Describe any active mining permits that the applicant holds within Weld County. The applicant, Colorado Sand Company II, LLC, currently holds one other active mining permit within Weld County: Keenesburg No. 2 Mine 112c Permit No. M-2019-058 issued by the Colorado Division of Reclamation, Mining, and Safety and Use by Special Review (Milling Operation) Permit No. PRE19-0204. (2) Describe the types, numbers, and purpose of structures (offices, warehouses, scales, mechanical, trailers, silos, fuel stations, maintenance buildings, etc.) that will be built on -site and any operation and processing equipment and vehicles to be utilized, including overhead and below -surface conveyors and whether temporary or permanent. Structure Footprint Description; Equipment Processing Permanent or Temporary Wet Sand Storage and Decant 180' x 610' Storage decant; conveyor of produced wet Overhead tripper sand and Permanent Building (2) Dry Sand Storage Building (2) 440' x 440' Storage and reclaim of dry sand Permanent product; Overhead conveyor, reclaim tunnel/conveyor tripper Wet Plant Enclosure (2) 170' x 170' Wet plant processing; Scalping Permanent screens, attrition screens, dewatering cyclones, sumps, conveyors cells, sizing screens, pumps, and Water Treatment Building (2) 65' x 130' Water treatment; Chemical make Permanent down system, storage and mixing tanks, chemical storage, belt presses Dry Screen Installation (2) 40' x 240' Enclose dry screens; Dry screens Permanent Maintenance Equipment Parts/ Mobile Shop 150' x 150' Storage of maintenance/plant parts; Service and repair of mobile equipment; None Permanent Electrical House/Air 30' x 75' Housing air compressors and air Permanent Compressor Buildings (2) dryers; Plant electrical controls and breakers, switch gear; soft starts, Switch gear, VFD's Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Exhibit 33 Page 2 Structure Description; Processing Equipment Permanent or Temporary Footprint Scale House 30' x 75' Housing of scale equipment scale operators; Computer equipment and Permanent Mine Office/ Supervisor 30' x 75' Office equipment building; Computer Permanent Office Employee Break Room 30' x 75' Break room; None Permanent Fuel Station 30' x 75' Central lubricants equipment; location for and fuel grease, used in mobile Permanent Onsite System Wastewater (3) Treatment 72' x 15' Central location lubricants equipment; used None for grease and in mobile Permanent Surge Silo (2) 420' x 420' Storage decant; conveyor of produced Overhead wet tripper sand and Permanent Feed Hoppers and Ramps (4) 70' x 25' Location Plant. to feed product to Dry° Permanent Dryer Units (4) 75' x 25' Housing of drying equipment. Permanent Bag Houses (4) 70' x 15' Housing of Bagging equipment Permanent (3) Describe the number of shifts and/or rotations to be worked and the average and maximum number of employees. The hours of operation for in -pit mining, sand processing, storage, and sales will be 24 hours per day, seven days a week. There will be two 12 -hour shifts: 6/7 am to 6/7 pm and 6/7 pm to 6/7 am. Total number of full-time employees will be 98, split into four crews (two crews per 12 -hour shift). Part -tune employees, or more likely contractors, will conduct reclamation work from spring thaw through fall planting season. In -pit mining, storage, and sales activities will be conducted up to 24 hours per day, seven days per week. CSC requests that the Weld County Board of County Commissioners allow the Kersey Mine to extend the hours of operation beyond daylight hours, as the design and success of this facility is dependent on continuous plant operation. Please see question #10 for more detail. (=l) Describe any groups of persons who may access the site on a typical, expected basis including visitors, deliveries, etc. During operations, 98 employees will access the site each day. Approximately seven delivery drivers per day (UPS, FedEx, Freight Deliveries, Fuel Deliveries, etc.) and 457 customer truck drivers per day will access the site during operations. In total, trucks hauling sand from the site and other vehicles are expected to access the site approximately 562 times per day. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Exhibit 33 Page 3 (S) Explain if the operation will involve a wet or dry pit and/or a slurry wall. The operation will involve a dry pit. Sand will be mined from an open -cut pit by hydraulic excavator, scraper, and/or front-end loader, and then loaded to articulated haul trucks. (6) Describe the size of the area (by acreage and depth) to be worked at any one time. CSC estimates reining one mine block each year, averaging approximately 95 acres per mine block. Under steady- state conditions (i.e., starting in Year 2), concurrent reclamation will commence by stripping viable growth medium in front of the advancing pit and then placing the stripped material in the preceding year's mined -out area for reclamation. The typical in -pit, active mining face area will be 20 to 30 acres in areal extent. (7) Describe the estimated timeframe that will be required for the various stages of the operation including site preparation, site construction, pit and stockpile development, mining, and reclamation. • Phase 1 — Pre -Production Site Development: Phase 1 will commence within 3 months after all required permits and authorizations are acquired. Phase 1 is anticipated to last ten to twelve months and will consist of construction of the plant site and ancillary facilities and initial pit development. • Phase 2 — Production: Phase 2 will commence upon completion of Phase 1 and is estimated to extend 20 years (subject to extension into the Temporary Mining Deferral Zones [TMDZ's] if additional reserves are identified) . • Phase 3 — Closure and Reclamation: Phase 3 will commence upon completion of Phase 2. Concurrent reclamation will be carried out during Phase 2 therefore, the Phase 3 activities will be largely limited to final site close-out requirements. Terminal pit reclamation, plant facilities decommissioning and dismantlement, and site recontouring/revegetation in areas surrounding the plant facilities location will likely be required as conditions of the DRMS 112 permit. (8) Describe the type of material and the depth and thickness of the mineral deposit to be mined and the thickness of growth medium and/or overburden to be removed and stockpiled. The thickness of the sand deposit to be mined is variable but can extend to depths ranging from 10 ft to 40 ft. below ground surface. Due to the nature of the deposit, no "overburden" is present, therefore, no "overburden" is anticipated to be encountered or removed. There is, however, an approximately 12 -inch horizon of "growth medium" that will be recovered before mining and subsequently utilized in reclamation. (9) Describe the proposed use of reclaimed lands and an explanation of the reclamation process, including if any water storage is proposed post -reclamation. The pre -seising use of the Permit Area is mixed -use rangeland and industrial activity (e.g., oil and gas production), and CSC aims to restore the land back to that of mixed -use rangeland, and to the extent such activity remains at the time of nine closure and reclamation, continued oil and gas production after mining activities cease. Given that the proposed Permit Area is on land privately -owned by Wells Ranch LLLP, CSC has designed the Reclamation Plan in close consultation and with explicit agreement of Wells Ranch. To restore the Permit Area to rangeland, CSC will carry out "concurrent reclamation" throughout the life -of -seine, wherein salvageable growth medium will be pre -stripped ahead of reining and then replaced atop a previously reined area. Reclaimed areas will be seeded on an annual basis. In addition, "advance" reclamation will also be carried out Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Exhibit 33 Page 4 (as described in Exhibit D: Mining Plan of the DRMS Application in Exhibit 38) to minimize outstanding reclamation obligations at the end of life -of -mine. Areas of prior mining disturbance will be at varying stages of revegetation growth, but all areas will be maintained and monitored for reclamation success for five years after mining has ceased. Upon cessation of mining activities, the terminal pit will be reclaimed, and all structures and other appurtenant facilities will be demolished and/or removed from the site. The respective affected areas will be reclaimed in a manner consistent with Exhibit E: Reclamation Plan of the DRMS Application in Exhibit 38. The Kersey Mine reclamation plan was formulated in conjunction with CSC's development of the overall mine plan due to the "concurrent" nature of the reclamation plan. Technical assistance was provided by James M. Beck, PE, QP of J. M. Beck & Associates Mining Consultants of Denver, Colorado. Mr. Beck has over forty (40) years of experience in nine permitting and reclamation plan development for mining operations within the State of Colorado. (10) Explain and justify any request to operate beyond the standard Mining Operations Policies per Section 23-1- 290.A and/or B of the Weld County Code. Such tvaivers may be considered and approved by the Board of County Commissioners. CSC requests that the Weld County Board of County Commissioners extend the hours of operation of the in -pit mining, storage, sales, and processing plant facility beyond daylight hours to 24/7 operations. Section 23-4-290.B of the Weld County Code, amended by Ordinance 2019-18, allows the Board of County Commissioners to authorize additional hours of operation for sand and gravel operations when the Board of County Commissioners deems appropriate. The design and success of this facility is dependent on continuous plant operation. (11) List any County, Municipal or CDOT roads and bridges to be utilized along with site entrance/exit points. The Kersey Mine ingress and egress points will be located on the privately controlled section of Weld County Road 64; thus, all high -density mine -related traffic activity will be concentrated in a non-public use area. Upon leaving the privately controlled segment of Weld County Road 64, mine -related hauling vehicles will travel west along Weld County Road 68, a public -use road, to Weld County Road 67, another public -use road. Mine -related hauling vehicles will then head north on Weld County Road 67 until reaching Colorado Highway 392. All trucks and employee vehicles will be subject to U.S. Department of Transportation and State of Colorado safety requirements. All traffic on Weld County roads will be subject to local speed control functions and other requirements that ensure the overall safety of the public. Direct mining activities will be carried out internally, past a gated access at a location subject to Mine Safety and Health Administration oversight, thus there will be limited and controlled access into and through the active mining area(s). Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Exhibit 3 Page 1 EXHIBIT 3 LEASE Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Exhibit 3 Page 2 EXHIBIT 3-1 LANDLORD'S CONSENT TO ASSIGNMENT AND ASSUMPTION OF LEASE Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: LANDLORD'S CONSENT TO ASSIGNWNT AND ASSUMPTIONOF 14,4 THIS LANDLORD'S CONSENT To ASSIGNMENT AND ASSUMPTION of LEASE (this "Consent") is effective as of the 3oth day of April, 2024. 'WHEREAS, Wells Ranch LLLP ("Landlord") and Colorado Sand Company, LLC ("Tenant") are parties to that certain Sand Mining Lease dated September 2?}11,, 2023 {the "Lease"); and WHEREAS, Tenant desires to assign its interest in the Lease to Colorado Sand Company II, LLC ("Assignee"); EREAS, Section 8.1 of the Luse provides Tenant the right to assign its interest upon Landlord's written approval, which shall not be unreasonably withheld, conditioned or delayed. IN CONSIDERATION of this Consent, the Tenant transfer's all of the Tenant's rights and obligations tinder the Lease, and the Assignee agrees to assume the Lease and all of the obligations of Tenant cinder the Lease, the parties agree to keep, perform and fulfill the promises, conditions and agreements below= 1_ Landlord consents to the Assignment and the transactions contemplated by that Assignment. . Tenant and Assignee shall eater into an Assignment and Assumption of Sand Mining Lease in the form of an Assignment and Assumption of Sand Mining Lease attached hereto as Exhibit A. 3. Tenant shall provide Landlord with a fully executed copy of the Assignment and Assumption of Sand Mining Lease promptly after execution. 4. Tenant small remain liable and is not released from its obligations under the Sand Mining Lease. Assignee acknowledges that it has agreed or will agree to assume all of the applicable obligations and responsibilities of the Tenant under the Lease starting from the effective date of the Assignment and Assumption of Sand Mining Lease until the end of the Terrn of the Lease and such time provided for R.emoval of Property under- Section 6.3 thereof. 6. This Consent will not be valid and binding on the Landlord* Tenant and/or- Assignee until it has been completely executed by all of the parties. 7. This Consent may be executed in any number of counterparts and/or via electronic signature, each of which shall be deemed an original but all of which together will constitute one and the same Consent. a [REMAINDER of PAGE LEFT INTENTIONALLY BLANK; SIGNATURE PAGE FOLLOWS] SIGNATURE PAGE TO LANDLORD'S CONSENT TO ASSIGNMENT AND ASSUMPTION OF LEASE IN WITNESS WHEREOF, the parties have executed this Consent as of the date set forth above. LANDLORD: WELLS RANCH, LLLP To sktAx4, 3. Wt11S • TENANT: COLORADO SAND COMPANY, LLC ,appcifficre: By: Name: David G. Patterson Title: Co -President ASSIGNEE: COLORADO SAND COMPANY II, LLC By: Name: David G. Patterson Title: Co -President Exhibit 3 Page 3 EXHIBIT 3-2 MEMORANDUM OF LEASE Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: After recording, return to: Colorado Sand Company 11, LLC cio +halegne O'Brien 221 Bolivar St., suite 400 Jefferson City, IVIO 65101 MEMO RAkNDul1I of LEASE This memorandum of lease dated April 30 , 2024 (the ;`Memo"), by and between Wells Ranch, LLLR (the "Landlord"), and Colorado Sand Company II} LL (the "Tenant"). 1. Lease Agreement. Landlord and Colorado Sand Company, LLC are parties to a lease agreement dated September 27, 2023, as assigned to Tenant pursuantto that certain assignment dated on or around April , 2024 (the "Lease"), in which Landlord leases to Tenant the land legally described on Exhibit A to this Memo (the "Lease Premises") located in Weld County, Colorado. 2. Pfir-p clap§ _firm, The primary term of the Lease is twenty (20) yews beginning on September 27, 2023. 3. Renewal Terms. The Lease provides the parties may mutually agree to extend the term of the Lease by three (3) periods of fire (5) years each., 4. Further Information. Persons requiring additional information concerning the Lease may contact Landlord or Tenant at the following addresses: Landlord: Tenant. Wells Ranch LLLR Attn: Steve VVells 32010 c R 63 Gill, CO 80624 Colorado Sand Company, LLC 2001 Kirby Driver Suite 360 Houston, TX 77019 Termination, Release., and Conflicts. This Memo shall automatically terminate without any further action upon the expiration or earlier termination of the Lease. Tenant acknowledges that Landlord shall have the right and authority to execOte and record a release of this Memo upon the expiration or termination of the Lease. In the event of any conflict between the terms and conditions of this Memo and the terms and conditions of the Lease, the terms and conditions of the Lease shall supersede and control. [The remainder of this page is intentionally blank.] [Signatures and acknowledgements follow on the next page(s).] The parties accept this Memo by their respective signatures below. Landlord: Wells Ranch LLLP SS: 3ficatiL weriis„ Print Name & Title S -g -may Date State of dieTh County oletAtiet Landlord Acknowledgement This emo wa cknotiwled ed before me on `E 2024 b as floe A, c 4ti ) of Wells Ranch LLLP Nota 'Th Public C910 (seal) Tenant: Colorado Sand Company II, LLC By: Dave Patterson, CFO I 3 Nek Ce79)li 2 -Hr Date SS: k 5 County State of croccrs in hisiher capacity MARTI K ROTHROCK NOTARY PUBLIC STATE OF COLORADO NOTARY ID 19954013290 in COMMISSION EXPIRES 08/25.12027 Tenant Acknowledgement This Memo was acknowledged before me on WilcUlittiCAAr`,92024, by Cave Patterson in his capacity of as CFO of Colorado Sand Company Ile LLC (seal) alitasillhellibtamsalbsamalasaamil Sady Cardenas. M 'My Commission Expires 9127/2026 Notary ID133986301 EXHIBIT A LEGAL DESCRIPTION ALL OF ti- :L� v 'iy w 2 i n.3 ♦ ?Y 4# AND 15,„ TM/Wit-11P 5 NORTH., RANGE. E "ri tµ, r:r :: ONE-HALF 0.F THE, sourti :ONE-HAF (Sia THE S1 OF SECTiON. 34, OWNSHiP 6 NOR. 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R CORNER r SAID SEL, . ..:: "metig^ n e^. ~' IntiN• '4N� 0'4S; CW, t DISTANCE C 'ALONG 7c -'E WEST LINE OF THE ORT EST ^"r j}�� ` rte}{{�F{ �{y�` �y }₹ y'c { �{{{�'"T�Ji/. y +��{ @ ��}�Q� 1 stain- n— (/+�� RANGE y � yt.}�� Vii^ a a.• h \. F F J 4 [ � F T ER OF ;„ ik , *4 ai 7.. `w' 1 T •w• , T i.�D Q 9 71 F`k } - t� .i 3 t f 1 • �J U rt` �! F 4 A. kezOKs ' renl ►r At 1-0. BEING THE SOUTHWEST CORNER OF SAID E: SON 34,, T OWNsh ke 6 NORM RANGE 63 WEST: ♦r.- ♦ Jr' !Y w� w 141:3 Jn DISTANCE ` '.' t 'l FEET /� �uxF . THE L E ti QUARMR OF SAD SECTION 34 70 TH. E NORTHWEST CORNER 4r D SECTION 34: nit: -TUC, SOUTH HAI: OE THE SOUTH THENCE DEPARTING SAID WEST LANE OF THE SOUTHWEST QUARTER OF SAID SECT _ ION 3 NST17',34"E., A DISTANCE OF 2,639.04 FEET ALONG IRE NOM LINE OF THE SOUTH' Al THE SOUTH HALF OF THE S1/2) OF SAID SECTION 34 TO THE CEO s E -SOU (C 1 I6m. CORNER °FWD SECTION 34; THENCE N899.7"14"Eg. A DISTANCE OF 2433.9:4 FE.ET A10144,16 I NORTH LINE Of' 1711E so w RALF THE SOUTH HALF 1,12 OF THE la SAID SECTION 34 TO r E NORTHEAST CORNER,: OF THE 50L1T HALF OF iltIz SOLD (51/2 OF THE 1/2) OF SAID sEcn 34 THENCE 5005013441. 4 1315TANCE OF li ,330.01 FEET ALONG THE EAST LINE OF THE SOUTHEAST QUARTER TO THE SOUTHEAST CORNER OF SAID SAN 4„ TOWNSHIP 6 orm'+ RANGE 63 WEST* SAID POINT ALSO BE ENG THE NORTHWEST CORNER OF SAID stcnoN 2, TOWNSHIP 5 NORTH, RANGE 63 WEST: THENCE N89e2nr � A D5TANCE OF 2/631,92 FEET ALONG THE NORTH UNE OF THE RTHWES ` QUARTER TO THE NORTH QUAF;TER CORNER OF SAID S-ECTION 2; THENCE N 93 3'114 E, A DISTANCE. OF 2,630.63 FEET ALONG THE NORTH LANE Of THE NORTHEAST QUARTER TO THE NORTHEAST CORNER OF SAID SECTION 2; THENCE SOinrOCI, A DISTANCE. OF 2,641481, FEET ALONG THE EAST LINE OF THE NORTHEAST QUARTER TO THE EAST QUARTER CORNER OF SAID SECIION; THENCE $0171104"E, A ERSTANCE OF 2$55.08 FEET ALONG S'H'E, EAST LINE OF THE SOUTHEAST QUARTLA TO THE SOUTHEAST CORNER OF SAID SECTION 2; THENCE Ser4112rEt A DISTANCE OF L534.57 FEET ALONG THE EAST LANE OF THE NORTHEAST QUARTER TO THE EAST QUARTER ORNER OF SAID SECTION 11 THENCE *41'2 `x , A DISTANCE OF 4684.57 FEET ALONG THE;EAST LINE OF THE SOUTHEAST QUARTER TO Ti4E SOUTHEASTCORNER F SAID SECTION .114 �s .i THENCE. SO0'2 '20w , A DISTANCE OF 2674.74 FEET ALONG THE. EAST LINE OF THE NORTHEAST QUARTER TO THE EAST CRIARITA CORNER SAID SECTION 14; THENCE $00'24'04"E, A DISTANCE OF 2,675 AlFEET ALONG EAST LINE OF THE SIDWHEAST QUARTER TO THE SOUTHEAST CORNER OF SAID SECI1ON 14; THENCE S 9453'22"W,, A DISTANCE OF 24559,09 FEET ALONG'THE SOUTH LINE OF THE SOUTHEAST QUARTER E TO ME SOUTH QUARTER CORNER OF SAID SECTION 14; THENCE $891611 nW, A DISTANCE OF 2,558.71 FEET ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER70 THE SOUTHWEST CORNER OF SAID SECTION 14: THENCE 43'44'2 W, A DISTANCE F 24561.33 FEET ALONG THE sow LINE OF THE SOUTHEASTA OUARTER TO THE SOUTH QUARTER CORNIER OF SAID SECTION 15.: THENCE 589' 53 nAkc ; STAN E: �x eti6 HR rid 1 � 11 ,:: QUARTER TO THE POINT OF BEGINNING, FEET ALONG THE Sarni N EOf THE SOUTHWEST SAID DESCRIBED PERiktia PARCEL OF LAND CO CANS 3,99736.k. RES, MORE . C' T LESS hi),. AND SUBJECT .;r-: r+ ANY T i Z` "."' d'�. r .� "� �" :!�. 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T CORNER MOW MELNAMN S CWBED ON THE LAND SURVEY PLAT DATED 2024 F IN THE WELD courme cou AND REMZERS OFRCE U.NDLR RECEPTAiN NUMBER 9 341, Exhibit 3 Page 4 EXHIBIT 3-3 SAND MINING LEASE Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: SAND MINING LEASE T h i S NA I N I NG LEASE CAgraarnant") is hereby made and entered into as of the nthday of ‘DeptF"rnbrr 20:23 Atha "Effective Date") by and betweeni, Wells Ranch, LISP4 hereinafter Galileo' Landlord', and Colorado Sand Company, LLC hereinafter called "Tenant*, Accordingly, Landlord Arid Tenant covenant nt and mutually ally promise as set forth below. In consideration of the mutual promises ises and covenantsg set: forth herein and other good and valuable consideration, including, but not limited to payment of rAdvance Payment") to be paid by Tenant to Landlord within five (5) business days of t n e full execution of this Lease, the receipt and sufficiency of which are hereby acknowledged, Tenant anti Landlord (sometimes relented to hereinafter as a 'Party' ' or collectively as the 'Parties") agree as follows I. Grant of Lease 1 al Definitions. a) Property means La,n clio rd" s entire interest in the propertypropeity described in Exhibit A, attached hereto and made a parthereof, together with all rights as it relates to the I+laterna l., as defined below, .and all surface, access, and other rights, associated with or appurtenant to such Property, including but limited to rights over the roadway shown on Exhibit B, attacted hereto (subject to relocation as mutually agreed to by Landlord and Tenant). During the first year ,of the Lease, Tenant shall obtain ,a survey of the Propeity depicted on Exhibit p and Immediately thereafter the parties shall emend this Lease to update Exhibit A with the survey legal description and also enter into the memorandum of lease referenced in Section 4.40), (b) W.ateriar mean all sand, gravel, aggregate, stone, rock, silt, ola i overburden and all other valuable solid materials, associated therewith fouled on or above the Bedrock. Material, and the rights leased herein, specifically excludes oil, gaand all other hydrocarbons. Notwithstanding the foregoing, "' l ilateria l =. will exclude topsoil that can be used in Tenant's reclamation of the property to allow the growth of native grasses. (o) --Bedrock' means this layers of sandstone, cla ys't and/or shale underlying ate rya I id) Pernnit " .moans all necessary permits, licenses, nights, approvals or authorizations that may be required by all federal, state, city, county or other governmental agencies for the excavation, mining and reclamation of Material from the Property, specifically including but not limited to, (i) any Permit granted by the Colorado Department of Reclamation Mining and Safety ("DRIVIS"), fail) any land use authorization required from Count of Weld (iii) any permits or other authorizations required for the construction of water wells or any othior means of diversion or capture of 'mater on the Property, and (iv) any permits required for the construction of buildings,. (e) Ref lamatiornm shall mean those actions required by the Permits and other applicable regulations pertaining to the grading, contouring and revegetation of the mined land in accordance! with the Reclamation Flan approved by DRMS as pant the mining permit,. and such other r iamat onr actions as may required to concludeTenant's activities in anrcl on ,the Property in compliance with the Permits and Section ,2(b) of this Agreement_ (f) "Environmental Regulations" shall mean any federal, state or local law, statute, code, ordinance, rule, regulation, requirement or guidance related to the environment ,t andior to the impact thereof on human health or safety, which governs, regulates or pertains to the generation, treatnrient, sto►ra e 4 handling, transportation, use or disposal of any hazardous substance that is applicable to Tenant's m In i ng operations. (0) "HazardousSubstance" hall mean: (41) any substance or material defined in or goverrned. �I Mining Lease by any environmental regulation applicable to Tenant's mining and extraction activities one the Property: e () any substance, the presence of which roqu N res investigationt notification, reporting or rem e d i ation under any applicable environmental regulation or under any theory of common law: (a) any dangerous; toxic exiplosive, corrosive, flammable, infectious, radioactive, carcinogenic or mutagenio substance; (4) any substances the presence of which on the Propel would pow a hazard to the environment or to the health and safety of persons on or about the Property: () any su bsta nceo the presence, of which could constitute a trespass; and (6) speioifaoa l ly and without limitations lads polychlorinated biphenyl's, asbestos or asbestos - containing materials., petroleum and petroleum :products under the control of Tenant, its employees and agents. 1..2 Grant of Leaser Landlord hereby grants and lets unto Tenant, its successors and assigns, subject to Section 5.1 bbl oar, a lease unto the surface and subsurface interest of the Property for the exclusive right to mine and extract Material on the terms and conditions set forth in this Agreement. Subject to Tenant's obligation to pay royalties as set 'Forth herein, n, ail Material extracted !rom the Property shall be considered the sole pro pie rt y of Tenant, Landlord will grant .y es s to existing roadway infrastructure to facilitate the construction and operation of the plant such access roadways to be located as depicted on Exhiibit A, If Tenant recovers any precious metals from the Property, the parties win I negotiate in good faith regarding the cost and means to transfer custody of the sauna to Landlord If any substance's defined as minerals under Colorado law, other than those specifically included or specifically excluded dud by Section "1.1(b) are located on the Property, the Parties will negotiate an amendment of this Agreement to address them. Landlord will make reasonable efforts to facilitate Tenant's access to utilities such as natural gas,, electricity and water necessary to power the plant, including, if needed, intiviductions to other lessees on property owned by Landlord or its affiliates, and d to neighboring landowners,, and granting of requisite a sements that may traverse non -leased parts of property owned by Landlord or its affiliates ("Non -Leased Property') causing the least disturbance, or surface damage to such Non -Leased Property. Landlord reserves the right ,to graze cattle on portions of t hei Property not being used by Tenant ("Landlord's Use", but shall not otherwise be entitled to use the Property_ ty To facilitate' Tenant's compliance with Mini Safety and Health Administration regulations, Tenant shall have the right to restrict access to its plant, active mining areas, and associated facilities_ Tenant will fence off the area it is then using to mine; s a,n d w! Fared ectio n") , and Landlord , a -y use all area not within the Fenced Section to graze its cattle, After mining completed in a Fenced action., Tenant will remove the fencing so that cattle nn.ay freely graze in the formerly Fenced Section. and relocate to the next area it intends to mine. This procedure will he repeated over the Tartu such that loathe All be able to g r e all areas of the Property not within the then Fenced Section. Tenant will incur all costs for the fencing. Landlord will be responsible for the safety of its cattle and will 'timely notify Tenant in writing of any areas where fences need to he repaired; provided however_ Tenant shall be liable for damages caused by t h a acts or omissions of Tenant and its employees_ agents, invitees and contractors. 1.3 Term_ The initial tam' of this Agreement shall commence on the Effective Date and expire on the enticthti (208t) a in niversa r y of the Effective Date ("Initial Term"), unless sooner term nated according to the provisions of this Agreement . By mutual agreements the Parties may exterx1 the Initial Term for three periods iods of year each (each, and "Extended Term?) . Each such extension may he agreed upon by the Parties at any time prig` to the day that is ninety () days prig to the 2 idirinting Lease expiration of the Initial Term or the Extended Term then in effect, In the event of such extension(s), a l I of the terms, covenants and conditions of this Agreement shall continue to be in full force and effect during such Extended Term_ The Initial Term and any Extended Term shall be referred to herein as the "Term", 1.4 Grant of Rights. During the term of this Agreement, Landlord grants to Tenant the following rights ("Permitted Us e.): (a) the right of entry; 4 by whatever method is now known or subsequently developed, the exclusive right to survey, explore, prospect, sample, drill, develop, rains (Including without I im itation by surface, open pit, underground, solution or any other method That ter), cross -mine, extract, crush, process, store, stockpile, remove, transport, treat, s.hipp market and sell all Material extracted or removed from the Property (Tenant hereby notifies Landlord that it intends to use flocculent culent and surfactant in its mining methods); 0) the exclusive right to constructs uset, maintain, repair, replace and relocate buildings. plaints. machinery, equipment, roads, pipelines, cleanest inclines, tunnels, stockpiles, reservoirs, power and comm,unication i';ines and any other tructures,„ facilities or improvements of any kind or description on the Property reasonably related to Tenant's ruining activities. (with Tenants U50 of the Property limited to the areas in reasonable proximity to the mining and processing areas then in use, and reasonably necessary haul routes, related to same) (d) to use the Property for the storage or permanent disposal of mineralsr ovarhu r dent topsoil, "lAsaste4 tailings, or other byispiroducts of materials produced from the Property, except that Tenant shall not dispose of any Hazardous Substance on tiia Propfarrty; (e) the no ht to use a l I easements„ rights -of -way and means, of access for ingress and egress across and through the F ropier ty; (f) to extract, process, testa remove and dispose of any Material for testing purposes (including, without limitation, for bulk samples) without payment cf any a nd Royalty or other .add rti c n a i consideration wihatsoever to Landlord, provided that Tenant shall pa's the Boyars on any such, Material removed from the Property for testing purposes for which it receives actual sales revenues; (c1) to use the Property for all of the purposes stated in this Section 1:41 in connection with or in furtheranoe of Tenant's activities on other properties; and chi) to exercise all other rights pertaining to the property that are incidental to or customarily associated with any or allot the rights granted expressly or im pel icitly to Tenant in this Agreement. 3 Minim Leese SIGNATURE SAGE TO PLEASE WELL$ RANCH, LILLY By: Title. CI 4-"Aluitt- 18 COLORADO SAND COMPANY, LLC : I : Go REsidertt Mining Lease EXHIBIT A TO THAT mirlIIreG LEASE PROPERTY DESCRIPTION T5N R63W Section 2' 3, 10, 11, 141 15 TON Re3W Becton South 1/4 3ection 34 Mining use EXHIBIT B ACCESS ROADWAY 4 s It 1 'Amine Exhibit 36 Page 1 EXHIBIT 36 LEGAL RIGHTS TO ENTER AND MINE Provide documentation of the applicant's legal rights to enter and to mine on the land affected by the permit. Documentation of CSC's legal right to enter and mine is provided in Exhibit 3: Lease. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Exhibit 39 Page 1 EXHIBIT 39 AGREEMENTS Provide Crossing Agreements, Easement Agreements, Setback Agreements, and Structure Agreements, as amended between the applicant and any surface and subsurface interests whose property is located on or adjacent to the subject parcels to be mined. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Exhibit 39 Page 2 EXHIBIT 39-1 CROSSING AGREEMENT WITH DCP OPERATING COMPANY, LP Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Encroachment and Crossing Agreement THIS ENCROACHMENT & CROSSING AGREEMENT (Agreement) is made, dated and effective as of the 2.1" day of (troBe rt, , 2024 by and between DCP Operating Company, a Limited Partnership ("DCP"), having a mailing address of 6900 East Layton Avenue, Suite 909, Denver, Colorado 8 237 and COLORADO SAND COMPANY II, LLC, a Delaware Limited Liability Company, including its subsidiaries, divisions, parent, and affiliates (COLORADO SAND}, having a mailing address of 2001 Kirby Drive, Suite 360, Houston, Texas 77019, DCP and COLORADO SAND being collectively referred to herein as the Parties W1TNENSSENTH WHEREAS, DCP is the current owner and holder of multiple easement rights granted under certain easement instruments ("DCP Easements") as described on the attached Exhibit "A attached hereto and incorporated herein; and WHEREAS, pursuant to the DCP Easements, DCP has installed, and now maintains and operates three 50' easements as shown on the attached Exhibit "B (collectively, "DCP Facilities") within the DCP Easements; and WHEREAS, COLORADO SAND is the currentowner and holder of leasehold, easement, and license rights granted under certain currently existing agreements permitting certain mining operations ("COLORADO SAND Agreements") affecting property located in weld County, Colorado as shown on the attached Exhibit "B" (the "Mine Area"); and WHEREAS, COLORADO SAND intends to construct, maintain and operate certain roadways in connection with its mining operation within the Mine Area (collectively, "Haul Roads"); and WHEREAS Haul Roads will cross and/or otherwise encroach upon an area 300 feet pride, being 150 feet on either side of the center of the DCP Facilities, as shown on the attached Exhibit "B" (the "Exclusion Zone"); and WHEREAS, COLORADO SAND desires to obtain DCP's consent to construct Haul Roads within the Exclusion zone and to mitigate any potential effects on DCP' s Facilities and in connection therewith, has requested that Owner sign a notarized agreement form that was approved by the Colorado Mined Land Reclamation Board that sets forth that Mine Company will provide compensation for any damage to the Facilities resulting from the proposed mining operation ("Form"); and WHEREAS, DCP desires to grant such consent to COLORADO SAND under the terms and conditions of this Agreement and the Parties have agreed to enter into this Agreement in addition to the mutual execution of the Form. NOW, THEREFORE, in consideration of the foregoing recitals, the mutual covenants set forth herein, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the Parties hereby agree as follows; The recitals to this Agreement are incorporated into and shall constitute a part of this Agreement. Crossing Agreement - Kersey Kline —10/4/2024 DRAFT Page 1 of 8 To the extent DCP has the right to do so, DCP hereby grants consent to COLORADO SAND to install, maintain and operate the Haul Roads under the terms and conditions of this Agreement. COLORADO SAND agrees not conduct any mining operations within the Exclusion Zone. COLORADO SAND shall utilize the use of incremental cover lift placement and other bridging mechanisms to ensure DCP Facilities' integrity is maintained over the duration of active operations in areas affected by the HAUL ROADS, as per typical drawings attached as Exhibit "CT'. COLORADO SAND will provide a complete set of construction plans with exact crossing locations for review and approval prior to construction or installation of the Haul Roads. If changes are later made as a result of the review process by DCP, then final revised plans shall be provided by COLORADO SAND to DCP before final approval is granted by DCP. DCP will review and provide its response within a reasonable time period. COLORADO SAND will not construct any improvements within the Exclusion zone until DCP, in its reasonably based discretion, has approved the COLORADO SAND'S final construction plans, it being mutually agreed that DCP will not be required to approve any construction of improvements that may damage DCP Facilities. COLORADO SAND shall diligently protect DCP Facilities at all times during the performance of any work associated with the Haul Roads. COLORADO SAND will conduct all of its installation, maintenance and operation of the Haul Roads so as not to unreasonably interfere with any of DCP Facilities or the operation and maintenance thereof. COLORADO SAND shall make the appropriate notices to the Colorado One Call Notification Center (811) prior to commencement of any work that may possibly interfere with any of the DCP Facilities. COLORADO SAND shall provide a minimum of forty-eight (4S) hours' notice to DCP prior to any work, including installation, construction, excavation, or demolition on the parcels encumbered by the Haul Roads. Upon such notice by COLORADO SAND, DCP may elect to have a DCP representative, whether one or more ("Representative"), be present during any construction activities within the DCP Easements or the Exclusion Zone. The Representative shall have the authority to stop any work performed by COLORADO SAND and/or any of its contractors, if the work is believed in DCP'S reasonable discretion to be inconsistent with the final plans or noncompliant with this Agreement or considered unsafe. The Representative shall be invited to participate in all COLORADO SAND safety meetings. This provision shall apply each time work is to be performed within the DCP Easements or Exclusion Zone, COLORADO SAND agrees to install the Haul Roads along with any associated temporary construction crossings at or near right angles at the point of intersection with DCP Facilities. The Haul Roads and temporary construction crossings shall be constructed in accordance with, but not limited to, the following provisions of DCP's engineering and construction standards. In addition: 4 No existing cover shall be removed from DCP Easement area or DCP Facilities unless approved by a Representative. Permanent or Temporary vehicle and/or construction equipment crossing" DCP Facilities shall require wheel/track load calculations for superimposed loading due to traffic (DOT Crossing Agreement - Kersey Mine --1 +0/4/2024 DRAFT Page 2 of 8 maximum axle load 20,000 lbs. per axle) to be completed and approved on each vehicle and/or construction equipment crossing DCP Facilities; crossings must have a minimum of thirty-six (36) inches of cover over DCP Facilities and installation of air bridging, matting or other suitable material required to achieve the necessary support for each crossing which shall span a minimum often (10) feet either side of DCP Facilities. • Temporary storage of spoils, material, equipment or vehicles within the DCP Easements must be approved and at no time permitted directly over DCP's Facilities. COLORADO SAND agrees not to alter or change the location of the Haul Roads once constructed without receiving prior written consent from DCP. COLORADO SAND shall maintain and operate the Haul Roads at its sole cost and expense, and COLORADO SAND shall be responsible for repairing any settling due to the Haul Roads within the DCP Easements. DCP shall not be responsible for any costs associated with the operation or maintenance of the Haul Roads. The consent granted herein is limited exclusively to the proposed construction, maintenance and operation of the Haul Roads, as approved by DCP through the process outlined in this Agreement. Except as to the Haul Roads, COLORADO SAND shall not construct, plant or create additional improvements of any kind within the confines of the DCP Easements without the prior express written consent of DCP. COLORADO SAND shall not alter the grade or permit such alteration anywhere on DCP Easements without the prior written consent of DCP. COLORADO SAND acknowledges that DCP's engineering and construction standards are subject to change, and COLORADO SAND agrees that for all future road projects, COLORADO SAND, its affiliates, successor, and assigns, will consult with DCP during the planning process of such future road projects and abide by the engineering and construction standards required by DCP in effect at the time of the construction of such future project(s). COLORADO SAND understands and agrees that DCP may not have the authority to grant COLORADO SAND permission to construct, maintain and operate the Haul Roads within the DCP Easements. This Agreement merely defines the terms by which DCP will not object to the Haul Roads. The consent granted by this Agreement shall not constitute or be construed as a subordination, merger, assignment, conveyance or relinquishment of any of the right, title and interest of DCP under the provisions of the DCP Easements. COLORADO SAND will secure all necessary permits and approvals and comply with all applicable laws, regulations and rules governing the construction, reconstruction, replacement, maintenance and use of the Haul Roads. COLORADO SAND shall release, defend, indemnify and hold harmless DCP, its parents, associated and affiliated companies, its and their agents, employees, officers, directors, insurers, successors and assigns from and against any loss, damage, claim, suit, liability, judgment, and expense (including attorney's fees and the costs of litigation), and any fines, penalties and assessments arising out of injury, death or worse of persons (including that of employees of DCP, COLORADO SAND or their contractors or subcontractors), damage to or loss of any property (including that of COLORADO SAND, DCP or their contractors or subcontractors), caused by, arising out of, or resulting from, either directly or indirectly, the activities of COLORADO SAND or its contractors or subcontractors arising out of or related to Crossing Agreement - Kersey Mine -- 10/4/2024 DRAFT Page 3of8 this Agreement, excepting consequential, special and indirect damages. Provided, COLORADO SAND and DCP each shall bear that portion of liability attributable to such party according to the principles of comparative fault and/or contribution in accordance with Colorado law. Notwithstanding anything herein to the contrary, in no event shall COLORADO SAND, its officers, directors, employees, subsidiaries, agents, representatives, successors or assigns be held liable to DCP for any form of consequential, special or indirect damages. This Agreement in no way constitutes a waiver by DCP of its rights to enjoy the DCP Facilities and/or DCP Easements unencumbered by the construction, operation, maintenance or use of the Haul Roads. COLORADO SAND shall procure and maintain with reputable insurers with AM Best Company's rating of not less than "A -:V11" policies of insurance written on an occurrence basis or on claims made basis (in which event insurance shall be maintained during the term of this Agreement), with limits not less than those indicated for the respective items as follows: 1 Statutory Workers' Compensation and Occupational Disease Insurance, including Employer's Liability Insurance complying with laws of each jurisdiction in which any work is to be performed or elsewhere as may be required. Employer's Liability Insurance shall be provided with a limit not less than: $1,000,000 each occurrence; 2. Commercial Liability Insurance, including but not limited to all Premises and Operations, Contractual Liability, Products -Completed Operations Liability, Fire Legal Liability, Explosion, Collapse and Underground Damage Liability, Broad Form Property Damage Liability, and if applicable, Watercraft and Aircraft Liability, as well as coverage on all Contractor's mobile equipment (other than motor vehicles licensed for highway use) owned, hired or used in the performance of this Contract with limits not less than: $5,000,000 Bodily Injury, Personal Injury & Property Damage combined each occurrence and aggregate; 3. Commercial Automobile Liability Insurance, including Contractual Liability, covering all motor vehicles licensed for highway use and employed in the performance of this Contract, with limits not less than: $5,000,000 Bodily Injury, Personal Injury & Property Damage combined each occurrence and aggregate. Upon execution of this agreement, COLORADO SAND shall furnish DCP a certificate of insurance evidencing the coverage required herein. To the extent allowed by law, COLORADO SAND shall include DCP as an additional insured under the policies required above, but only to the extent of COLORADO SAND's indemnification obligations hereunder. COLORADO SAND will not allow its insurance carrier the right to make a subrogation claim against DCP or any of its affiliates in connection with any of the coverages listed above. Each party to this Agreement acknowledges and agrees that (a) a breach or threatened breach by such party of any of its obligations under this Agreement would give rise to irreparable harm to the other party for which monetary damages would not be an adequate remedy, and (b) if a breach or a threatened breach by such party of any such obligations occurs, the other party hereto will, in addition to any and all other rights and remedies that may be available to such party at law, at equity, or otherwise in respect of such breach, be entitled to equitable relief, including a temporary restraining order, an injunction, specific performance, and any other relief that may be available from a court of competent jurisdiction, without any Crossing Agreement - Kersey Mine —10/4/2024 DRAFT Page 4of8 requirement to (i) post a bond or other security, or (ii) prove actual damages or that monetary damages will not afford an adequate remedy. Each party to this Agreement agrees that such party shall not oppose or otherwise challenge the appropriateness of equitable relief or the entry by a court of competent jurisdiction of an order granting equitable relief, in either case, consistent with the terms of this paragraph. Provided however, that each party, shall have thirty (30) days from receipt of written notice to cure any breach except where the breach creates a risk to public safety of damage to DCP's Facilities or the Haul Roads. All notices given or permitted to be given hereunder shall be in writing. Notice is considered given either (i) when delivered in person to the recipient named below, (ii) five (5) days after deposit in the United States mail in a sealed envelope or container, postage and postal charges prepaid, return receipt requested or certified mail, addressed by name and address to the party or person intended, or (iii) twenty-four (24) hours after delivery to a reputable overnight courier service addressed by name and address to the party or person intended as follows: Notice to DCP: DCP Operating Company, LP 6900 East Layton Avenue, Suite 900, Denver, Colorado 80237 ATTN: Lewis D. Hagenlock Notice to COLORADO SAND: Colorado Sand Company II, LLC 2001 Kirby Drive, Suite 360 Houston, Texas 77019 Either party may, by notice given at any time or from time to time, require subsequent notices to be given to another individual person, whether a party or an officer or representative, or to a different address, or both. Notices given before actual receipt or notice of change shall not be invalidated by the change. All rights and remedies provided in this Agreement are cumulative and not exclusive, and the exercise by either party of any right or remedy does not preclude the exercise of any other rights or remedies that may now or subsequently be available at law, in equity, by statute, in any other agreement between the Parties, or otherwise. This Agreement shall run with the land and be binding upon and inure to the benefit of DCP and COLORADO SAND, and their respective successors and assigns, including any successor owners of the DCP Easements, DCP's Facilities, and the Haul roads and any successor holders of such parties' respective rights under the DCP Easements and agreements related to Haul roads, as amended, modified, supplemented, restated and replaced from time to time. If any provision of this Agreement is adjudicated or otherwise found to be against public policy, void, or otherwise unenforceable, then such provision shall be deleted or modified, in keeping with the express intent of the parties hereto, as necessary to render all the remainder of this Agreement, valid and enforceable. All such deletions or modifications shall be the minimum required to affect the foregoing. This Agreement may not be assigned by COLORADO SAND without the prior written consent of DCP, which consent shall not be unreasonably withheld. Notwithstanding the Crossing Agreement - Kersey Mine — 10/4/2024 DRAFT Page 5of8 foregoing, COLORADO SAND shall have the right to collaterally assign this Agreement in connection with any financing or equity transaction without the prior consent of DCP; provided that COLORADO SAND shall remain responsible for any and all obligations under this Agreement until such time as DCP consents to such assignment. This Agreement shall be governed by and interpreted in accordance with the laws of the State of Colorado, excluding the choice of law provisions thereof. This Agreement may be executed in counterparts, each of which shall be deemed an original and all of which when taken together shall constitute one and the same document. In any instance in which any terms in this Agreement are in contradiction to the terms in the Form referenced in the recital, the terms in the Form will control. [SIGNATURE PAGES FOLLOW] Crossing Agreement - Kersey Mine --10/4/2024 DRAFT Page 6 of 8 IN WITNESS WHEREOF, the undersigned has executed this Agreement as of the date first above written. COLORADO SAID COMPANY II, LLC 8y: Era-isi is : kat G C o•,,-1/4-titt-tcfl, r et t 6 CFI DCP Operating Company, LP L BSC/LW/Ca At e7/2/04dC, Its: "MigemG7e �r-) Crossing Agreernent - Kersey Dine —10/4/2024 DRAFT Page 7 of 8 ACKNOWLEDGEMENT STATE OF Cet0,--a.ka ) SS COUNTY OF�ics- � Before me, the undersigned authority, a Notary Public in and for said county and state, on this day personally appeared COLORADO SAND COMPANY II, LLC, by ` ,- i tteeiciee , its -� �-- _1, a ; • - , known to me to be the person whose name is subscribed to the foregoing instrument of writing and acknowledgement to me that they executed the same for the purpose and consideration therein expressed. In testimony thereof, 1 have hereunto subscribed my name and affixed my official seal, can the day and year last written above. My Commission Expires: STATE OF CO braCk COUNTY OF UU-e ( I-Nt•-e,k n_ Print Name jlARED,.HAS, NOTAR STATE OF COL 0 NOTARY ID 202440346 MY COMMISSION EXPIRBS +09124'20,28 I Before me, the undersigned authority, a Notary Public in and for said county and state, on this day personally appeared DCP Operating Company, LP, by Lee tio l citeke,,WCits , known to me to be the person whose name is subscribed to the foregoing instrument of writing and acknowledgement to me that they executed the same for the purpose and consideration therein expressed. In testimony thereof, 1 have hereunto subscribed my name and affixed my official seal, on the day and year last written above. My Commission Expires: 3 liv1/4-igpv--3 Crossing Agreement - Kersey Mine —10/4/2024 DRAFT Cjitic\Ak 6Ara eCCLtifC Notary Public avwc ear k-SDA Print Name LORR1 ANN CARLSON Notary Public State of Colorado Notary ID # 20054008501 My Commission Expires 0302-2025 Page 8of8 EXHIBIT "A" DCP Easements © 50' Pipeline Easement (Rec. No. 3200059) o SW 1/41 and SE's of Sec. 2, T5N, R03W (Duke Energy): 50' Pipeline Easement (Rec. No. 3077334) O SW 'A and SE 'A of Sec. 3, T5N, R63W (Duke Energy) a SW of Sec. 2, T5N, R53W (Duke Energy) EXHIBIT 13" MAP OF AFFECTED AREA PROPERTY DESCRIPTION : WELLS RANCH LLLP , A COLORADO LIMITED LIABILITY LIMITED PARTNERSHIP WHICH ACQUIRED TITLE AS LAND SURVEY PLAT WELLS RANCH , A COLORADO GENERAL PARTNERSHIP THE SOUTH HALF OF SECTION 34 , TOWNSHIP 6 NORTH , PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . RANGE 63 WEST OF THE 6TH P . M . ; SECTION 2 ; SECTION 3 ; SECTION 5 ; E 1 /2 OF SECTION 10 ; SECTION 11 ; is 20 2 2.2 73 24 19 20 21 UU SECTION 14 ; SECTION 15 ; TOWNSHIP 5 NORTH , RANGE 63 WEST , OF THE 6TH P . M . , AND WELLS RANCH LLLP , A SECTIONS 2 , 3 , 1 1 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . COLORADO LIMITED LIABILITY LIMITED PARTNERSHIP WHICH ACQUIRED TITLE AS WELLS RANCH , A COLORADO GENERAL PARTNERSHIP AND WELLS RANCH LLLP , A COLORADO LIMITED LIABILITY LIMITED PARTNERSHIP AND WELD COUNTY , COLORADO VEDA D . SCHAFER AND DARLA HILLMAN AND DEBRA MCLAWCHLIN AND RICHARD DENNIS KRAUSE AND CAROL 34 29 29 27 26 25 30 29' 28 27 LOUISE BRANDT AND RAYE ANN YAPP AND RAYMOND C . DRASBEK AND BUILDING FUND OF THE PORTLAND ELKS LODGE , B . P . O . E . NO . 142 AND JOHN LEMONDS AND BRANDI FLORES BRENTARI AND JOHN F . PREBISH AND _ _ _ - GERRY BRENTARI AND ROYCE E . DUNDAS AS TO THE W 1 /2 OF SECTION 10 , TOWNSHIP 5 NORTH , RANGE 63 SITE WEST, OF THE 6TH P . M AS THEIR INTERESTS MAY APPEAR . 31 32 33 3 t 32 3j. 34. SCHEDULE B2 EXCEPTIONS : SEC 34 1i6 04 01 06 05 04 03 THIS PROPERTY MAY BE SUBJECT TO THE TERMS , PROVISIONS , COVENANTS , CONDITIONS , T6N, R63W RESTRICTIONS , OBLIGATIONS AND RESERVATIONS CONTAINED IN THE FOLLOWING RECORDED (SHEET 3 ) INSTRUMENTS . ASCENT GEOMATICS SOLUTIONS RELIED UPON TITLE COMMITMENTS , AS LISTED BELOW , PREPARED BY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY FOR BOUNDARY AND EASEMENT SHEET INDEX : 07 a's 09 12 'Cl RB 09 10 INFORMATION . I I 1 . COVER PAGE - CERTIFICATES - SCHEDULE B-2 EXCEPTIONS 2 . SCHEDULE B-2 EXCEPTIONS STATE OF COLORADO BY AND THROUGH ITS STATE LAND DEPARTMENT, PER COMMITMENT FILE NO . 51/2 51 /2 3 . SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST FCC25208396-2 ; SEC 34 4 . SECTION 3 , TOWNSHIP 5 NORTH , RANGE 63 WEST iS 17 16 i i i 1615 T6N _ _ _ _ 5 . SECTION 10 , TOWNSHIP 5 NORTH , RANGE 63 WEST 1 . ANY FACTS, RIGHTS, INTERESTS, OR CLAIMS THEREOF , NOT SHOWN BY THE PUBLIC RECORDS BUT THAT COULD BE T5N 6 . SECTION 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST ASCERTAINED BY AN INSPECTION OF THE LAND OR THAT MAY BE ASSERTED BY PERSONS IN POSSESSION OF THE LAND . 7 . SECTION 2 , TOWNSHIP 5 NORTH , RANGE 63 WEST Fp aa�� 2y ry Y LAY' L. in 7 fl 21 22 2 . EASEMENTS, LIENS OR ENCUMBRANCES, OR CLAIMS THEREOF, NOT SHOWN BY THE PUBLIC RECORDS . I 8 . SECTION 11 , TOWNSHIP 5 NORTH , RANGE 63 WEST - - - - - 9 . SECTION 14 , TOWNSHIP 5 NORTH , RANGE 63 WEST SOUTH PLATTE _ 3. ANY ENCROACHMENT, ENCUMBRANCE, VIOLATION , VARIATION , OR ADVERSE CIRCUMSTANCE AFFECTING THE TITLE THAT j WOULD BE DISCLOSED BY AN ACCURATE AND COMPLETE LAND SURVEY OF THE LAND AND NOT SHOWN BY THE PUBLIC RECORDS . RIVER ER 4. ANY LIEN , OR RIGHT TO A LIEN , FOR SERVICES, LABOR OR MATERIAL HERETOFORE OR HEREAFTER FURNISHED, IMPOSED PROPOSED LEASE SEC 3 SEC 2 2. 28 27 BY LAW AND NOT SHOWN BY THE PUBLIC RECORDS . BOUNDARY T5N. R6 3 W T 5N, R6 SW 1 � g i 5. DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS , IF ANY, CREATED, FIRST APPEARING IN THE (SHEET 4 ) (SH ryEET / ) 1 32 33 14 35 36 3fl 3 3 ,1 PUBLIC RECORDS OR ATTACHING SUBSEQUENT TO THE EFFECTIVE DATE HEREOF BUT PRIOR TO THE DATE OF THE PROPOSED INSURED ACQUIRES OF RECORD FOR VALUE THE ESTATE OR INTEREST OR MORTGAGE THEREON COVERED BY THIS COMMITMENT . I 6. (A) TAXES OR ASSESSMENTS THAT ARE NOT SHOWN AS EXISTING LIENS BY THE RECORDS OF ANY TAXING AUTHORITY AREA TABLE : THAT LEVIES TAXES OR ASSESSMENTS ON REAL PROPERTY OR BY THE PUBLIC RECORDS ; ( B) PROCEEDINGS BY A PUBLIC AGENCY THAT MAY RESULT IN TAXES OR ASSESSMENTS , OR NOTICES OF SUCH PROCEEDINGS, WHETHER OR NOT SHOWN BY THE RECORDS _ _ _ _ _ SECTION AREA (ACRES) M/L VICINITY MAP OF SUCH AGENCY OR BY THE PUBLIC RECORDS . NOT TO SCALE T6N- R63W- PART OF 34 160.44 7 . (A) UNPATENTED MINING CLAIMS ; ( B) RESERVATIONS OR EXCEPTIONS IN PATENTS OR IN ACTS AUTHORIZING THE T5N- R63W-3 639 . 51 ISSUANCE THEREOF ; (C) WATER RIGHTS, CLAIMS OR TITLE TO WATER. T5N- R63W- 10 643 .35 8. EXISTING LEASES AND TENANCIES, IF ANY . T5N- R63W- 15 632 .45 SEC 10 SEC 11 GENERAL NOTES : 9. RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND TOWNSHIP LINES, AS ESTABLISHED BY THE T5N - R63W-2 638.95 BOARD OF COUNTY COMMISSIONERS FOR WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273 . (VACATED PER T5N, R63W T5N, R63W T5N - R63W- 11 643 .96 1 . BASIS OF BEARINGS : BEARINGS ARE ASSUMED AND BASED UPON THE BEARING OF N04° 39'27"W WELD COUNTYDOCUMENTREC. NO. 3441938, DOES NOTAFFECT) ( SHEET 5 ) ( SHEET 8 ) T5N- R63W- 14 638.89 BETWEEN THE SOUTHWEST CORNER OF SECTION 15 , T5N R63W, MONUMENTED BY A 1 - 1 /2" PIPE 10 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN AND 3" ALUMINUM CAP STAMPED " LS 4845" AND THE WEST 1 /4 CORNER OF SAID SECTION 15 , OVERALLAGREAGE 3997.56 MONUMENTED BY A 1 - 1 /2" STEEL PIPE AND 3" ALUMINUM CAP STAMPED " LS 7242" AS SHOWN ON UNITED STATES PATENT RECORDED FEBRUARY 25, 1913 IN BOOK 370 AT PAGE 454 . (DOES NOT AFFECT) SHEET 6 , HEREON . BEARINGS SHOWN ARE BASED ON COLORADO STATE PLANE NORTH 11 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN COORDINATES ( NAD83) . UNITED STATES PATENT RECORDED AUGUST 08, 1917 IN BOOK 461 AT PAGE 306 . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT.) _ _ 2 . UNIT OF MEASUREMENT: THE UNIT OF MEASUREMENT USED IN THIS SURVEY IS U . S . SURVEY FEET. 12 . RESERVATION OF ALL COAL AND THE RIGHT TO PROSPECT IN DEED RECORDED AUGUST 08, 1917 IN BOOK 461 AT PAGE PURSUANT TO C . R . C . 38-52 . 103(2 ) METRIC CONVERSION IS : ONE METER EQUALS 3937/ 1200 FEET . 306 . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT.) I DISTANCES ARE REPORTED AT GROUND . TO OBTAIN GRID DISTANCES MULTIPLY BY 0 .99974226 . 13 . OIL AND GAS LEASE RECORDED APRIL 22 , 1980 UNDER RECEPTION NO . 1822997 AND ANY AND ALL ASSIGNMENTS THEREOF , I 3 . STATUTE OF LIMITATIONS : NOTICE : ACCORDING TO COLORADO STATE LAW YOU MUST OR INTEREST THEREIN . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT.) I t COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS 14 . OIL AND GAS LEASE RECORDED APRIL 22 , 1980 UNDER RECEPTION NO . 1822999 AND ANY AND ALL ASSIGNMENTS THEREOF , SEC 15 P SEC 14 AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY OR INTEREST THEREIN . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT.) T5N, R63W T5N, R63W DEFECT IN THIS SURVEY BE COMMENCED MORE THAN 10 YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON . 15 . OIL AND GAS LEASE RECORDED MARCH 30, 1988 UNDER RECEPTION NO . 02136098 AND ANY AND ALL ASSIGNMENTS ( SHEET 6 ) (SHEET 9 ) THEREOF, OR INTEREST THEREIN . (AFFECTS SECTION 34, BLANKET IN NATURE, INSUFFICIENT INFORMATION TO PLOT.) 4 . TITLE COMMITMENT NOTE : THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY ASCENT ATERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE t GEOMATICS SOLUTIONS TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD . FOR ALL INFORMATION REGARDING EASEMENT, RIGHT-OF-WAYS , AND TITLE OF RECORD ASCENT RIGHT-OF-WAY GRANT RECORDED JANUARY 18, 1990 UNDER RECEPTION NO . 02203049. (PLOTTED, SHOWN HEREON) � 0 2000' 4000' GEOMATICS SOLUTIONS RELIED UPON INFORMATION PROVIDED BY OLD REPUBLIC NATIONAL ATERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE I TITLE INSURANCE COMPANY , RESEARCH FOR EASEMENTS , RIGHT-OF-WAYS , AND TITLE OF RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077377 . (PLOTTED, SHOWN GRAPHIC SCALE : 1 " = 2000' RECORD SHOULD BE DONE BEFORE ANY IMPROVEMENTS ARE PLANNED FOR THIS SITE . HEREON) 18 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE 5 . RECORD DISTANCES ARE SHOWN FROM GLO NOTES OF TOWNSHIP 6 NORTH , RANGE 63 WEST , RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077384 . (PLOTTED, SHOWN AND TOWNSHIP 5 NORTH , RANGE 63 WEST, 6TH PRICIPAL MERIDIAN , DATED OCTOBER 20 , 1870 HEREON) AND DECEMBER 20 , 1869 , RESPECTIVELY. 19 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE 6 . DATE OF SURVEY: THE FIELD WORK FOR THE SURVEY WAS COMPLETED ON DECEMBER 11 , 2023 . RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE RECORDED FEBRUARY 14, 2005 UNDER RECEPTION NO . 3260959 . (PLOTTED, 28 . RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND 41 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET 49. EXISTING LEASES AND TENANCIES, IF ANY. SHOWN HEREON) TOWNSHIP LINES , AS ESTABLISHED BY THE BOARD OF COUNTY COMMISSIONERS FOR FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273 . RESOLUTION RECORDED FEBRUARY 14, 2005 UNDER RECEPTION NO . 3260959 . (PLOTTED, SHOWN 50. RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND 7 . PROPOSED LEASE BOUNDARY AND SITE ENTRANCE PROVIDED BY CLIENT, DOCUMENTATION FOR 20. TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE VACATING PORTIONS OF WELD COUNTY ROADS RECORDED DECEMBER 14, 2006 UNDER HEREON) TOWNSHIP LINES , AS ESTABLISHED BY THE BOARD OF COUNTY COMMISSIONERS FOR THIS NOT COVERED IN TITLE . RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE RECORDED MARCH 29, 2006 UNDER RECEPTION NO . 3374183 . (DOES NOT RECEPTION NO . 3441938. (AFFECTS SECTIONS 2, 3, 10, 11, 14, AND 15. BLANKET IN NATURE. WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273 . (VACATED PER DID NOT PLOT.) 42 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET WELD COUNTY DOCUMENT REC. NO. 3441938, DOES NOT AFFECT) AFFECT) FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE 29 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE RECORDED MARCH 29, 2006 UNDER RECEPTION NO . 3374183. (DOES NOT AFFECT) 51 . UNION PACIFIC RAILROAD COMPANY RESERVATIONS OF ALL OIL, COAL AND OTHER 21 . TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF AGREEMENT UNITED STATES, AS RESERVED IN UNITED STATES PATENT RECORDED DECEMBER 19, 1913 MINERALS; THE RIGHT TO PROSPECT AND MINE ; THE RIGHT OF INGESS , EGRESS AND RECORDED APRIL 03, 2007 UNDER RECEPTION NO . 3466104 AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 AND IN BOOK 385 AT PAGE 542 . (AFFECTS SECTION 2. BLANKET IN NATURE. DID NOT PLOT.) 43 . MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . REGRESS ; THE RIGHT TO MAINTAIN AND OPERATE ITS RAILROADS IN ITS PRESENT FORM SURVEYORS STATEMENT : AMENDED DECEMBER 14, 2015 UNDER RECEPTION NO . 4165104 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT PLOT.) OF CONSTRUCTION AND TO MAKE ANY CHANGE IN THE FORM OF CONSTRUCTION OR I , BRANDON A. MOSER , A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO DO PLOT.) 30. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE METHOD OF OPERATION OF SAID RAILROAD; AS STATED IN WARRANTY DEED RECORDED HEREBY STATE THAT THE SURVEY (AS DEFINED IN 12-25-202(6)(A) , C . R .S ) AND THIS RESULTING PLAT WAS UNITED STATES, AS RESERVED IN UNITED STATES PATENT RECORDED JANUARY 19, 1915 44 . TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN APRIL 7, 1916 IN BOOK 445 AT PAGE 24 . (AFFECTS SECTIONS 3, 11, AND 15. BLANKET IN MADE UNDER MY RESPONSIBLE CHARGE AND IS IN ACCORDANCE WITH APPLICABLE STANDARDS OF 22 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED AUGUST 15, 2007 IN BOOK 396 AT PAGE 472 . (AFFECTS SECTION 2. BLANKET IN NATURE. DID NOT PLOT.) MEMORANDUM OF AGREEMENT RECORDED APRIL 03, 2007 UNDER RECEPTION NO . 3466104 NATURE. DID NOT PLOT.) UNDER RECEPTION NO . 3497279. (AFFECTS SECTION 34, T6N, R63WAND SECTIONS 2, 3, 10, 11, 14, T5N, R63W. BLANKET IN NATURE. AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 AND AMENDED PRACTICE AND THAT THE MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THAT THIS PLAT AND THE 31 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE DECEMBER 14, 2015 UNDER RECEPTION NO . 4165104. (AFFECTS ALL SUBJECT SECTIONS. 52 . TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET NOTES SHOWN HEREON ACCURATELY REPRESENTS SAID SURVEY TO THE BEST OF MY KNOWLEDGE , DID NOT PLOT.) UNITED STATES, AS RESERVED IN UNITED STATES PATENT RECORDED OCTOBER 31 , 1921 BLANKET IN NATURE. DID NOT PLOT.) FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT RECORDED JANUARY 18, 1990 IN BOOK 595 AT PAGE 400. (AFFECTS SECTION 2. BLANKET IN NATURE. DID NOT PLOT.) UNDER RECEPTION NO . 02203049. (PLOTTED, SHOWN HEREON) INFORMATION AND BELIEF . THIS STATEMENT IS NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED 23. MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. 45 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY OR IMPLIED . BLANKET IN NATURE. DID NOT PLOT) 32 . TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN INSTRUMENT RECORDED AUGUST 15, 2007 UNDER RECEPTION NO . 3497279 . (AFFECTS 53. REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY RESOLUTION RECORDED SEPTEMBER 28, 1931 UNDER RECEPTION NO . 630211 . (AFFECTS SECTION 34, T6N, R63WAND SECTIONS 2, 3, 10, 11 , 14, T5N, R63W. BLANKET IN NATURE. DID INSTRUMENT RECORDED MAY 28, 2002 UNDER RECEPTION NO . 2955126 . (AFFECTS 24. TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF SURFACE DAMAGE TOWNSHIP 5 NORTH, RANGE 63 WEST. BLANKET IN NATURE. DID NOT PLOT.) OT PLOT.) SECTION 3. BLANKET IN NATURE. DID NOT PLOT.) AND RELEASE AGREEMENT RECORDED JULY 20, 2011 UNDER RECEPTION NO . 3781009 . (AFFECTS SECTION 34. BLANKET IN NATURE. DID NOT PLOT) 33. OIL AND GAS LEASE RECORDED APRIL 22 , 1980 UNDER RECEPTION NO . 1822997 AND 46 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET 54. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN . (AFFECTS SECTION 34, FORTH AND GRANTED IN RIGHT OF WAY AND EASEMENT RECORDED AUGUST 21 , 2008 FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT RECORDED DECEMBER 19, 2002 INSUFFICIENT INFORMATION TO PLOT.) U DER RECEPTION NO . 3573700 . (PLOTTED, SHOWN HEREON) UNDER RECEPTION NO . 3016421 . (PLOTTED, SHOWN HEREON) 25. TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE RECORDED OCTOBER 11 , 2011 UNDER RECEPTION NO . 3797974 . (PLOTTED, 34. OIL AND GAS LEASE RECORDED APRIL 22 , 1980 UNDER RECEPTION NO . 1822999 AND 47 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET o SHOWN HEREON) ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN . (AFFECTS SECTION 34, FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT RECORDED MAY 09, 2016 UNDER 55. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET INSUFFICIENT INFORMATION TO PLOT.) RECEPTION NO . 4201578. (PLOTTED, SHOWN HEREON) FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE 0 26. TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077377. (PLOTTED, SHOWN HEREON) 9 RIGHT-OF-WAY GRANT RECORDED SEPTEMBER 30, 2015 UNDER RECEPTION NO . 4146283 . NOTE : THE FOLLOWING NOTICES 35. OIL AND GAS LEASE RECORDED MARCH 30, 1988 UNDER RECEPTION NO . 02136095 48 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET 3 PURSUANT TO CRS 9-1 .5-103 CONCERNING UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK AND RECORDER. THESE AND ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN . (AFFECTS SECTION 2, FORTH AND GRANTED IN GRANT OF RIGHT-OF-WAY RECORDED FEBRUARY 19, 2020 UNDER 56. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET N STATEMENTS ARE GENERAL AND DO NOT NECESSARILY GIVE NOTICE OF UNDERGROUND FACILITIES WITHIN THE SUBJECT INSUFFICIENT INFORMATION TO PLOT.) RECEPTION NO . 4567442 AND AMENDED JUNE 11 , 2020 UNDER RECEPTION NO . 4598079. FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE I NOTE : THE FOLLOWING NOTICES PURSUANT TO CRS 9-1 .5-103 CONCERNING RECORDED JUNE 25, 2003 UNDER RECEPTION NO . 3077384. (PLOTTED, SHOWN HEREON) PROPERTY : (A) MOUNTAIN BELL TELEPHONE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705. (B ) WESTERN 36. OIL AND GAS LEASE RECORDED DECEMBER 05, 1991 UNDER RECEPTION NO . UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK AND RECORDER. THESE SLOPE GAS COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . 1919757 . (C) ASSOCIATED NATURAL GAS, INC . RECORDED w02271240 AND ANY AND ALL ASSIGNMENTS THEREOF , OR INTEREST THEREIN . (AFFECTS STATEMENTS ARE GENERAL AND DO NOT NECESSARILY GIVE NOTICE OF UNDERGROUND A TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED OCTOBER 1 , 1984 AT RECEPTION NO . 1983584 AND RECORDED MARCH 3, SECTION 2, INSUFFICIENT INFORMATION TO PLOT.) FACILITIES WITHIN THE SUBJECT PROPERTY : (A) MOUNTAIN BELL TELEPHONE COMPANY, FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE al 1988 AT RECEPTION NO . 2132709 AND RECORDED APRIL 10, 1989 AT RECEPTION NO . 2175917 . (D) PANHANDLE EASTERN PIPE LINE RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705 . (B) WESTERN SLOPE GAS RECORDED FEBRUARY 14, 2005 UNDER RECEPTION NO . 3260959. (PLOTTED, SHOWN COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870756 AND RECORDED JUNE 26, 1986 AT RECEPTION NO . 2058722 . (E) 37. OIL AND GAS LEASE RECORDED OCTOBER 15, 2002 UNDER RECEPTION NO . COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . 1919757. (C) ASSOCIATED HEREON.) COLORADO INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784. (F ) UNION RURAL ELECTRIC 2996355 AND ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN . (AFFECTS NATURAL GAS, INC . , RECORDED JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION NO . 1871004. (G ) WESTERN GAS SUPPLY COMPANY, RECORDED SECTION 2. INSUFFICIENT INFORMATION TO PLOT.) OCTOBER 1 , 1984 AT RECEPTION NO . 1983584 AND RECORDED MARCH 3, 1988 AT EXCEPTIONS CONTINUED ON SHEET 2 a APRIL 2 , 1985 AT RECEPTION NO . 2004300 . ( H ) PUBLIC SERVICE COMPANY OF COLORADO, RECORDED NOVEMBER 9, 1981 AT RECEPTION NO . 2132709 AND RECORDED APRIL 10, 1989 AT RECEPTION NO . 2175917 . (D ) RECEPTION NO . 1874084 . ( I ) ST. VRAIN SANITATION DISTRICT, RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975. (J ) LEFT 38. OIL AND GAS LEASE RECORDED OCTOBER 17, 2002 UNDER RECEPTION NO . PANHANDLE EASTERN PIPE LINE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION o HAND WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977 . ( K) UNITED POWER, INC . , RECORDED JANUARY 24, 2996981 AND ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN . (AFFECTS NO . 1870756 AND RECORDED JUNE 26, 1986 AT RECEPTION NO . 2058722 . (E ) COLORADO M SECTION 2, INSUFFICIENT INFORMATION TO PLOT.) INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784. (F ) ml 1991 AT RECEPTION NO . 2239296 . ( L) WIGGINS TELEPHONE ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . UNION RURAL ELECTRIC ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION V ( ITEMS 8 THROUGH 26 AFFECT SECTION 34) . (PLOTTED, SHOWN HEREON.) 39. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS NO . 1871004 . (G ) WESTERN GAS SUPPLY COMPANY, RECORDED APRIL 2 , 1985 AT ET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE RECEPTION NO . 2004300. (H ) PUBLIC SERVICE COMPANY OF COLORADO , RECORDED 27. EXISTING LEASES AND TENANCIES, IF ANY . SITE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077384. (PLOTTED, SHOWN NOVEMBER 9, 1981 AT RECEPTION NO . 1874084. ( I ) ST . VRAIN SANITATION DISTRICT, HEREON) RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975 . (J ) LEFT HAND WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977. (K) UNITED POWER, 40. OIL AND GAS LEASE RECORDED MARCH 16, 2004 UNDER RECEPTION NO . 3162341 AND INC . , RECORDED JANUARY 24, 1991 AT RECEPTION NO . 2239296 . (L) WIGGINS TELEPHONE ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN . (AFFECTS SECTION 2, ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . (PLOTTED, o INSUFFICIENT INFORMATION TO PLOT.) SHOWN HEREON) 0 a z Y N0 . DATE : REVISION DESCRIPTION NAME PFS SIGNATURE DATE oPREPARED BY : THIS O AND ANY OTHER MN IA PROJECT Vv' COLORADO SAND COMPANY 31 COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 PREPARED BY ASCENT GEOMATICS SOLUTIONS. LLC EXISTING CONDITIONS o FOR A DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED j REPRESENTED TO BE SUITABLE FOR REUSE IN LAND SURVEY PLAT WHOLE OR IN PART ON EXTENSIONS OF THE QC REVIEW 0 PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions 0 o MODIFICATION, OF ANY UTILIZATION IF NOT A 8620 WolffCt APPROVED CLIENT PROJECT NO . N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT Westminster, Colorado 80031 m EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS GEDMATICS SOLUTI INS I SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE CLIENT SIGNATURE DATE V ASCENT PROJECT NO . B23 .TRC . 0001 UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : AS-SHOWN SHEET NO. APPROVED 1 OF 9 LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . WELD COUNTY , COLORADO 94. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES 130 . OIL AND GAS LEASE RECORDED APRIL 22, 1980 UNDER RECEPTION NO . 1822997 AND ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST 58 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED AUGUST 15, 2007 UNDER PATENT RECORDED MARCH 07, 1921 IN BOOK 595 AT PAGE 284 . (AFFECTS SECTION 10. BLANKET IN NATURE. DID NOT PLOT) THEREIN . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT) RECEPTION NO . 3497279 . (AFFECTS SECTION 34, T6N, R63WAND SECTIONS 2, 3, IQ 11, 14, T5N, R63W. BLANKET IN NATURE. DID NOT PLOT) 95. OIL AND GAS LEASE RECORDED APRIL 22 , 1980 UNDER RECEPTION NO . 1822999 AND ANY AND ALL ASSIGNMENTS THEREOF , OR INTEREST 131 . OIL AND GAS LEASE RECORDED APRIL 22, 1980 UNDER RECEPTION NO . 1822999 AND ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST 59 . MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. THEREIN . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT.) THEREIN . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT) DID NOT PLOT) 96. OIL AND GAS LEASE RECORDED APRIL 22 , 1980 UNDER RECEPTION NO . 1822997 AND ANY AND ALL ASSIGNMENTS THEREOF , OR INTEREST 132 . OIL AND GAS LEASE RECORDED MARCH 30, 1988 UNDER RECEPTION NO . 02136097 AND ANY AND ALL ASSIGNMENTS THEREOF , OR 60 . TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS ASSET FORTH IN MEMORANDUM OF AGREEMENT RECORDED APRIL 03, THEREIN . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT.) INTEREST THEREIN . (AFFECTS SECTION 14, INSUFFICIENT INFORMATION TO PLOT) 2007 UNDER RECEPTION NO . 3466104 AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 AND AMENDED DECEMBER 14, 2015 INT ER RECEPTION NO . 4165104. (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT PLOT ) 97. OIL AND GAS LEASE RECORDED MARCH 30, 1988 UNDER RECEPTION NO . 02136096 AND ANY AND ALL ASSIGNMENTS THEREOF, OR 133 . OIL AND GAS LEASE RECORDED DECEMBER 05, 1991 UNDER RECEPTION NO . 02271237 AND ANY AND ALL ASSIGNMENTS THEREOF , OR INTEREST THEREIN . (AFFECTS SECTION 10, INSUFFICIENT INFORMATION TO PLOT.) INTEREST THEREIN . (AFFECTS SECTION 14, INSUFFICIENT INFORMATION TO CLOT ) TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY NT WITH RECEIVER/VALVE SITE RECORDED NOVEMBER 07, 2007 UNDER RECEPTION NO . 3515967 . (PLOTTED, SHOWN HEREON) tNT TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 134 . OIL AND GAS LEASE RECORDED DECEMBER 01 , 2003 UNDER RECEPTION NO . 3130700 AND ANY AND ALL ASSIGNMENTS THEREOF, OR NT RECORDED FEBRUARY 12 , 2002 UNDER RECEPTION NO . 2924436. (PLOTTED, SHOWN HEREON) INTEREST THEREIN . (AFFECTS SECTION 14, BLANKET IN NATURE. DID NOT PLOT.) TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY NT RECORDED SEPTEMBER 30, 2015 UNDER RECEPTION NO . 4146283 . (PLOTTED, SHOWN HEREON) TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 135 . TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY WITH RECEIVER/VALVE SITE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077384. (PLOTTED, SHOWN HEREON) GRANT WITH RECEIVER/VALVE SITE RECORDED MARCH 29, 2006 UNDER RECEPTION NO . 3374183 . (DOES NOTAFFECT) TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY NT RECORDED MAY 09, 2016 UNDER RECEPTION NO . 4201578 . (PLOTTED, SHOWN HEREON) aT TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 136 . TERMS , CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN LONG-TERM ROAD MAINTENANCE AND IMPROVEMENTS RECORDED AUGUST 26, 2002 UNDER RECEPTION NO . 2981170. (PLOTTED, SHOWN HEREON) AGREEMENT RECORDED NOVEMBER 30, 2006 UNDER RECEPTION NO . 3438390 . (AFFECTS SECTIONS 14 AND 5, INSUFFICIENT INFORMATION TO TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY PLOT) RECORDED MAY 09, 2016 UNDER RECEPTION NO . 4201585 . NOTE : THE FOLLOWING NOTICES PURSUANT TO CRS 9-1 . 5- 103 CONCERNING 101 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK AND RECORDER . THESE STATEMENTS ARE GENERAL AND DO NOT T RECORDED OCTOBER 22 , 2003 UNDER RECEPTION NO . 3119402 . (PLOTTED, SHOWN HEREON) 137 . TERMS , CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF AGREEMENT RECORDED APRIL 03, NECESSARILY GIVE NOTICE OF UNDERGROUND FACILITIES WITHIN THE SUBJECT PROPERTY: (A) MOUNTAIN BELL TELEPHONE COMPANY, 2007 UNDER RECEPTION NO . 3466104 AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 AND AMENDED DECEMBER 14, 2015 RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705. (B ) WESTERN SLOPE GAS COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . 102 . MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. UNDER RECEPTION NO . 4165104 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT PLOT.) 1919757 . (C) ASSOCIATED NATURAL GAS, INC . , RECORDED JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED OCTOBER 1 , 1984 AT DID NOT PLOT.) RECEPTION NO . 1983584 AND RECORDED MARCH 3, 1988 AT RECEPTION NO . 2132709 AND RECORDED APRIL 10, 1989 AT RECEPTION NO . 138 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED AUGUST 15, 2007 UNDER 2175917 . (D ) PANHANDLE EASTERN PIPE LINE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870756 AND RECORDED JUNE 26, 103 . OIL AND GAS LEASE RECORDED MARCH 11 , 2008 UNDER RECEPTION NO . 3540871 AND ANY AND ALL ASSIGNMENTS THEREOF , OR RECEPTION NO . 3497279 . (AFFECTS SECTION 34, T6N, R63WAND SECTIONS 2, 3, 10, 11, 14, T5N, R63W. BLANKET IN NATURE. DID NOT PLOT.) 1986 AT RECEPTION NO . 2058722 . ( E) COLORADO INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784. (F ) I TEREST THEREIN . (AFFECTS SECTION 10.) UNION RURAL ELECTRIC ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION NO . 1871004. (G ) WESTERN GAS SUPPLY COMPANY, 139 . THE EFFECT OF USR-1562 MAP , RECORDED NOVEMBER 20, 2007, UNDER RECEPTION NO . 3518475 . (DOES NOT AFFECT) RECORDED APRIL 2, 1985 AT RECEPTION NO . 2004300. (H ) PUBLIC SERVICE COMPANY OF COLORADO , RECORDED NOVEMBER 9, 1981 AT 104 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS ABS EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECEPTION NO . 1874084 . ( 1 ) ST. VRAIN SANITATION DISTRICT, RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975. (J ) LEFT HAND T WITH RECEIVER/VALVE SITE RECORDED DECEMBER 12, 2008 UNDER RECEPTION NO . 3594663 . (PLOTTED, SHOWN HEREON) 140. REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED DECEMBER 21 , 2007 UNDER WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977 . ( K) UNITED POWER, INC . , RECORDED JANUARY 24, 1991 AT RECEPTION NO . 3525268 . (AFFECTS SECTION 14. BLANKET IN NATURE. DID NOT PLOT) RECEPTION NO . 2239296 . ( L) WIGGINS TELEPHONE ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . (PLOTTED, SHOWN 105 . TERMS, CONDITIONS, PROVISIONS , BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF SURFACE DAMAGE AND RELEASE HEREON) AGREEMENT RECORDED NOVEMBER 18, 2010 UNDER RECEPTION NO . 3733247. (AFFECTS SECTION 10. BLANKET IN NATURE. DID NOT PLOT.) 141 . MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. OR OT PLOT) 65 . EXISTING LEASES AND TENANCIES, IF ANY . 106 . TERMS, CONDITIONS, PROVISIONS , BURDENS AND OBLIGATIONS ASSET FORTH IN MEMORANDUM OF SURFACE DAMAGE AND RELEASE AGREEMENT RECORDED JULY 27, 2010 UNDER RECEPTION NO . 3707700. (AFFECTS SECTION 10. BLANKET IN NATURE. DID NOT PLOT.) TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN NON-EXCLUSIVE PIPELINE 66 . RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND TOWNSHIP LINES, AS ESTABLISHED BY THE BOARD OF T-OF-WAY GRANT RECORDED FEBRUARY 26, 2008 UNDER RECEPTION NO . 3537452 . (PLOTTED, SHOWN HEREON) COUNTY COMMISSIONERS FOR WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273. (VACATED PER WELD COUNTY 107 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED MAY 17, 2013 UNDER RECEPTION DOCUMENT REC. NO. 3441938, DOES NOT AFFECT) NO . 3932986 . (AFFECTS SECTION 10. BLANKET IN NATURE. DID NOT PLOT.) TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT RECORDED OCTOBER 11 , 2011 UNDER RECEPTION NO . 3797973 . NOTE : THE FOLLOWING NOTICES PURSUANT TO CRS 9-1 .5-103 67 . UNION PACIFIC RAILROAD COMPANY RESERVATIONS OF ALL OIL, COAL AND OTHER MINERALS; THE RIGHT TO PROSPECT AND MINE; THE 108 . TERMS, CONDITIONS, PROVISIONS , BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF AGREEMENT RECORDED APRIL 03, CONCERNING UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK AND RECORDER. THESE STATEMENTS ARE GENERAL AND DO RIGHT OF INGESS , EGRESS AND REGRESS; THE RIGHT TO MAINTAIN AND OPERATE ITS RAILROADS IN ITS PRESENT FORM OF CONSTRUCTION 2007 UNDER RECEPTION NO . 3466104 AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 ABS AMENDED DECEMBER 14, 2015 NOT NECESSARILY GIVE NOTICE OF UNDERGROUND FACILITIES WITHIN THE SUBJECT PROPERTY: (A) MOUNTAIN BELL TELEPHONE COMPANY, AND TO MAKE ANY CHANGE IN THE FORM OF CONSTRUCTION OR METHOD OF OPERATION OF SAID RAILROAD; AS STATED IN WARRANTY DEED UNDER RECEPTION NO . 4165104 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT PLOT) RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705 . (B ) WESTERN SLOPE GAS COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . RECORDED FEBRUARY 16, 1901 IN BOOK 183 AT PAGE 74 . RESOLUTION VACATING PORTIONS OF WELD COUNTY ROADS RECORDED DECEMBER 1919757 (C) ASSOCIATED NATURAL GAS, INC . , RECORDED JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED OCTOBER 1 , 1984 AT AAA 14, 2006 UNDER RECEPTION NO . 3441938 . (DOES NOT AFFECT) 109 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECEPTION NO . 1983584 AND RECORDED MARCH 3, 1988 AT RECEPTION NO . 2132709 AND RECORDED APRIL 10, 1989 AT RECEPTION NO . T RECORDED SEPTEMBER 30, 2015 UNDER RECEPTION NO . 4146283 . (PLOTTED, SHOWN HEREON) 2175917 . (D) PANHANDLE EASTERN PIPE LINE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870756 AND RECORDED JUNE 26, 68 . OIL AND GAS LEASE RECORDED SEPTEMBER 20, 1983 UNDER RECEPTION NO . 01941052 AND ANY ABS ALL ASSIGNMENTS THEREOF, OR 1986 AT RECEPTION NO . 2058722 . (E) COLORADO INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784 . (F ) INTEREST THEREIN . (DOES NOT AFFECT) UNION RURAL ELECTRIC ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION NO . 1871004 . (G ) WESTERN GAS SUPPLY COMPANY, 110 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECORDED APRIL 2 , 1985 AT RECEPTION NO . 2004300 . ( H ) PUBLIC SERVICE COMPANY OF COLORADO, RECORDED NOVEMBER 9, 1981 AT 69 . TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN SURFACE OWNER'S AGREEMENT RECORDED GRANT RECORDED MAY 09, 2016 UNDER RECEPTION NO . 4201578. NOTE : THE FOLLOWING NOTICES PURSUANT TO CRS 9- 1 . 5-103 CONCERNING RECEPTION NO . 1874084 . ( 1 ) ST. VRAIN SANITATION DISTRICT, RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975. (J ) LEFT HAND OCTOBER 22 , 1984 UNDER RECEPTION NO . 01985811 . (DOES NOTAFFECT) UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK AND RECORDER . THESE STATEMENTS ARE GENERAL AND DO NOT WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977 . (K) UNITED POWER, INC . , RECORDED JANUARY 24 , 1991 AT NECESSARILY GIVE NOTICE OF UNDERGROUND FACILITIES WITHIN THE SUBJECT PROPERTY : (A) MOUNTAIN BELL TELEPHONE COMPANY, RECEPTION NO . 2239296 . (L) WIGGINS TELEPHONE ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . ( ITEMS 125 70 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN EASEMENT RECORDED RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705 . (B) WESTERN SLOPE GAS COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . THROUGH 143 AFFECT SECTION 14) (AFFECTS SECTION 14. INSUFFICIENT INFORMATION TO PLOT A-L.) APRIL 12 , 1988 UNDER RECEPTION NO . 02137577 . (DOES NOTAFFECT) 1919757. (C) ASSOCIATED NATURAL GAS, INC . , RECORDED JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED OCTOBER 1 , 1984 AT RECEPTION NO . 1983584 ABS RECORDED MARCH 3, 1988 AT RECEPTION NO . 2132709 ABS RECORDED APRIL 10, 1989 AT RECEPTION NO . 144 . EXISTING LEASES AND TENANCIES, IF ANY. 71 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 2175917 . (D) PANHANDLE EASTERN PIPE LINE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870756 AND RECORDED JUNE 26, GRANT RECORDED SEPTEMBER 23, 1988 UNDER RECEPTION NO . 02156541 . (DOES NOTAFFECT) 1986 AT RECEPTION NO . 2058722 . (E) COLORADO INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784 . (F) 145 . RIGHT OF WAY FOR COUNTY ROADS 999554O5 EITHER SIDE OF SECTION AND TOWNSHIP LINES , AS ESTABLISHED BY THE BOARD OF UNION RURAL ELECTRIC ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION NO . 1871004 . (G ) WESTERN GAS SUPPLY COMPANY, COUNTY COMMISSIONERS FOR WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273. RESOLUTION VACATING PORTIONS OF 72 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECORDED APRIL 2 , 1985 AT RECEPTION NO . 2004300 . (H ) PUBLIC SERVICE COMPANY OF COLORADO, RECORDED NOVEMBER 9, 1981 AT WELD COUNTY ROADS RECORDED DECEMBER 14, 2006 UNDER RECEPTION NO . 3441938 . (DOES NOTAFFECT) GRANT RECORDED MARCH 28, 1989 UNDER RECEPTION NO . 02174643 . (DOES NOT AFFECT) RECEPTION NO . 1874084. ( 1 ) ST . VRAIN SANITATION DISTRICT, RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975 . (J) LEFT HAND WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977. (K) UNITED POWER, INC . , RECORDED JANUARY 24, 1991 AT 146 . UNION PACIFIC RAILROAD COMPANY RESERVATIONS OF ALL OIL, COAL AND OTHER MINERALS; THE RIGHT TO PROSPECT AND MINE ; THE 73. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH ABS GRANTED IN PIPELINE RIGHT-OF-WAY RECEPTION NO . 2239296. (L) WIGGINS TELEPHONE ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . (PLOTTED, SHOWN RIGHT OF INGESS, EGRESS AND REGRESS ; THE RIGHT TO MAINTAIN AND OPERATE ITS RAILROADS IN ITS PRESENT FORM OF CONSTRUCTION GRANT RECORDED JANUARY 03, 1992 UNDER RECEPTION NO . 02274082 . (DOES NOT AFFECT) HEREON) AND TO MAKE ANY CHANGE IN THE FORM OF CONSTRUCTION OR METHOD OF OPERATION OF SAID RAILROAD; AS STATED IN WARRANTY DEED RECORDED APRIL 7, 1916 IN BOOK 445 AT PAGE 24. (AFFECTS 5000005 9, 11, 15. 5450004 10 NATURE. DID 004040T( 74 . TERMS, CONDITIONS , PROVISIONS, BURDENS ABS OBLIGATIONS AS SET FORTH IN SURFACE OWNER'S AGREEMENT RECORDED 111 . EXISTING LEASES ABS TENANCIES, IF ANY. FEBRUARY 02 , 1995 UNDER RECEPTION NO . 2425343 . (DOES NOTAFFECT) 147 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED MAY 28, 2002 UNDER RECEPTION 112 . RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION ABS TOWNSHIP LINES, AS ESTABLISHED BY THE BOARD OF N . 2955118 . (AFFECTS SECTION 15, BLANKET IN NATURE. DID NOT PLOT.) 75 . TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN SURFACE OWNER'S AGREEMENT RECORDED MARCH COUNTY COMMISSIONERS FOR WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273 . RESOLUTION VACATING PORTIONS OF GOT 23, 1995 UNDER RECEPTION NO . 2431272 . (DOES NOT AFFECT) WELD COUNTY ROADS RECORDED DECEMBER 14, 2006 UNDER RECEPTION NO . 3441938 . (DOES NOT AFFECT) 148 . TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY T RECORDED DECEMBER 19, 2002 UNDER RECEPTION NO . 3016422 . (PLOTTED, SHOWN HEREON) 76 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH ABS GRANTED IN PIPELINE RIGHT-OF-WAY 113 . UNION PACIFIC RAILROAD COMPANY RESERVATIONS OF ALL OIL, COAL AND OTHER MINERALS ; THE RIGHT TO PROSPECT AND MINE; THE GRANT RECORDED NOVEMBER 22, 1995 UNDER RECEPTION NO . 2464800 . (DOES NOT AFFECT) RIGHT OF INGESS, EGRESS AND REGRESS; THE RIGHT TO MAINTAIN AND OPERATE ITS RAILROADS IN ITS PRESENT FORM OF CONSTRUCTION 149 . TERMS , CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN LONG-TERM ROAD MAINTENANCE AND IMPROVEMENT AND TO MAKE ANY CHANGE IN THE FORM OF CONSTRUCTION OR METHOD OF OPERATION OF SAID RAILROAD; AS STATED IN WARRANTY DEED AGREEMENT RECORDED NOVEMBER 30, 2006 UNDER RECEPTION NO . 3438390 . (AFFECTS SECTIONS 14, 15, INSUFFICIENT INFORMATION TO 77 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECORDED APRIL 7, 1916 IN BOOK 445 AT PAGE 24 . (AFFECTS 5000005 5, 11 , 15. BLANKET IN NATURE. DID NOT PLOT.) PLOT) GRANT RECORDED DECEMBER 18, 2001 UNDER RECEPTION NO . 2909764 . (DOES NOT AFFECT) 114 . TERMS, CONDITIONS, PROVISIONS , BURDENS AND OBLIGATIONS AS SET FORTH IN SURFACE OWNER'S AGREEMENT RECORDED JUNE 04, 150 . TERMS , CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF AGREEMENT RECORDED APRIL 03, 78 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED MAY 28, 2002 UNDER RECEPTION 1982 UNDER RECEPTION NO . 01893682 . (INSUFFICIENT INFORMATION TO PLOT) 2007 UNDER RECEPTION NO . 3466104 AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 AND AMENDED DECEMBER 14, 2015 NO . 2955129 . (DOES NOT AFFECT) UNDER RECEPTION NO . 4165104 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT PLOT.) 115 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED MAY 28, 2002 UNDER RECEPTION 79 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY NO . 2955116 . (AFFECTS SECTION 11 . BLANKET IN NATURE. DID NOT PLOT.) 151 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED AUGUST 15, 2007 UNDER GRANT RECORDED JUNE 06, 2002 UNDER RECEPTION NO . 2958625 . (DOES NOT AFFECT) R CEPTION NO . 3497279 . (AFFECTS SECTION 34, T6N, R63W AND 5000005 9, 3, IQ 11, 14, 490, R63W. BLANKET IN NATURE. DID NOT PLOT.) 116 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 80. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY T WITH RECEIVER/VALVE SITE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077383 . (PLOTTED, SHOWN HEREON) 152 . TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT RECORDED AUGUST 26, 2002 UNDER RECEPTION NO . 2981171 . (DOES NOTAFFECT) GRANT WITH RECEIVER/VALVE SITE RECORDED NOVEMBER 07, 2007 UNDER RECEPTION NO . 3515967 . (AFFECTS SECTIONS 3AND 15.) 117 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 81 . TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN ROAD EASEMENT T RECORDED JANUARY 27, 2004 UNDER RECEPTION NO . 3148021 . (PLOTTED, SHOWN HEREON) 153 . THE EFFECT OF USR-1562 MAP , RECORDED NOVEMBER 20, 2007, UNDER RECEPTION NO . 3518475 . (DOES NOT AFFECT) iNT ORNED AUGUST 26, 2002 UNDER RECEPTION NO . 2981177. (DOES NOT AFFECT) 118 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS ASSET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 154. MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. 545000410054000. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH ABS GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE RECORDED MARCH 29, 2006 UNDER RECEPTION NO . 3374183 . (DOES NOT AFFECT) AG NOT PLOT) NT WITH RECEIVER/VALVE SITE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077384 . (PLOTTED, SHOWN HEREON) 119 . TERMS, CONDITIONS, PROVISIONS , BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF AGREEMENT RECORDED APRIL 03, 155 . TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS ABS EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH ABS GRANTED IN PIPELINE RIGHT-OF-WAY 2007 UNDER RECEPTION NO . 3466104 AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 ABS AMENDED DECEMBER 14, 2015 ITERMS , T RECORDED MAY 27, 2008 UNDER RECEPTION NO . 3556401 . (PLOTTED, SHOWN HEREON) WITH RECEIVER/VALVE SITE RECORDED FEBRUARY 14, 2005 UNDER RECEPTION NO . 3260959. (PLOTTED, SHOWN HEREON) UNDER RECEPTION NO . 4165104 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET 10 054000. DID NOT PLOT) CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 84 . MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. 120 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED AUGUST 15, 2007 UNDER G ANT WITH RECEIVER/VALVE SITE RECORDED DECEMBER 12 , 2008 UNDER RECEPTION NO . 3594663. (PLOTTED, SHOWN HEREON) DID NOT PLOT) RECEPTION NO . 3497279. (AFFECTS SECTION 34, 440, R63W AND SECTIONS 2, 3, 10, 11, 14Q 440, R63W. BLANKET 10 054000. DID NOT PLOT.) 157 . TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 85 . TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF AGREEMENT RECORDED APRIL 03, 121 . MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. GRANT RECORDED SEPTEMBER 30, 2015 UNDER RECEPTION NO . 4146283 . (PLOTTED, SHOWN HEREON.) 2007 UNDER RECEPTION NO . 3466104 ABS AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 AND AMENDED DECEMBER 14, 2015 A122 . NOT PLOT.) UNDER RECEPTION NO . 4165104. (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT PLOT) 158 . ANY FACTS, RIGHTS , INTERESTS OR CLAIMS WHICH ARE NOT SHOWN BY THE PUBLIC RECORDS, BUT WHICH COULD BE ASCERTAINED BY TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN RIGHT-OF-WAY GRANT MAKING INQUIRY OF THE LESSORS IN THE LEASE OR LEASES DESCRIBED OR REFERRED TO IN SCHEDULE A. 86 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECORDED JANUARY 04, 2016 UNDER RECEPTION NO . 4169979 . (AFFECTS SECTION 11, INSUFFICIENT INFORMATION TO PLOT.) GRANT WITH RECEIVER/VALVE SITE RECORDED JULY 11 , 2007 UNDER RECEPTION NO . 3489477 . (DOES NOT AFFECT) 159 . THE EFFECT OF ANY FAILURE TO COMPLY WITH THE TERMS, COVENANTS AND 123 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS ABS EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY CONDITIONS OF LEASE OR LEASES DESCRIBED OR REFERRED TO IN SCHEDULE A. 87. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS ABS EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY G ANT RECORDED MAY 09, 2016 UNDER RECEPTION NO . 4201577. (DOES NOTAFFECT) GRANT WITH RECEIVER/VALVE SITE RECORDED JULY 03, 2013 UNDER RECEPTION NO . 3945314 . (DOES NOT AFFECT) 124. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 88. THE EFFECT OF OFFICIAL DEVELOPMENT PLAN FOR SITE SPECIFIC SPECIAL REVIEW PERMIT, RECORDED SEPTEMBER 25, 2013 UNDER GET T RECORDED MAY 09, 2016 UNDER RECEPTION NO . 4201578. NOTE : THE FOLLOWING NOTICES PURSUANT TO CRS 9- 1 . 5-103 CONCERNING RECEPTION NO . 3966261 . (DOES NOTAFFECT) UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK AND RECORDER . THESE STATEMENTS ARE GENERAL AND DO NOT NECESSARILY GIVE NOTICE OF UNDERGROUND FACILITIES WITHIN THE SUBJECT PROPERTY : (A) MOUNTAIN BELL TELEPHONE COMPANY, 89. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705 . (B) WESTERN SLOPE GAS COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . RANT WITH RECEIVER/VALVE SITE RECORDED JULY 13, 2015 UNDER RECEPTION NO . 4124009 . (DOES NOT AFFECT) 1919757. (C) ASSOCIATED NATURAL GAS, INC . , RECORDED JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED OCTOBER 1 , 1984 AT RECEPTION NO . 1983584 AND RECORDED MARCH 3, 1988 AT RECEPTION NO . 2132709 AND RECORDED APRIL 10, 1989 AT RECEPTION NO . )( 90. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN RIGHT-OF-WAY GRANT 2175917 . (D) PANHANDLE EASTERN PIPE LINE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870756 AND RECORDED JUNE 26, OGEES SEPTEMBER 06, 2019 UNDER RECEPTION NO . 4521068. NOTE : THE FOLLOWING NOTICES PURSUANT TO CRS 9- 1 . 5-103 CONCERNING 1986 AT RECEPTION NO . 2058722 . (E) COLORADO INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784 . (F) UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK ABS RECORDER. THESE STATEMENTS ARE GENERAL AND DO NOT UNION RURAL ELECTRIC ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION NO . 1871004 . (G ) WESTERN GAS SUPPLY COMPANY, 0 NECESSARILY GIVE NOTICE OF UNDERGROUND FACILITIES WITHIN THE SUBJECT PROPERTY: (A) MOUNTAIN BELL TELEPHONE COMPANY, RECORDED APRIL 2 , 1985 AT RECEPTION NO . 2004300 . (H ) PUBLIC SERVICE COMPANY OF COLORADO, RECORDED NOVEMBER 9, 1981 AT RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705. (B ) WESTERN SLOPE GAS COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . RECEPTION NO . 1874084. ( 1 ) ST . VRAIN SANITATION DISTRICT, RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975 . (J) LEFT HAND 1919757 . (C) ASSOCIATED NATURAL GAS, INC . , RECORDED JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED OCTOBER 1 , 1984 AT WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977. (K) UNITED POWER, INC . , RECORDED JANUARY 24, 1991 AT RECEPTION NO . 1983584 AND RECORDED MARCH 3, 1988 AT RECEPTION NO . 2132709 AND RECORDED APRIL 10, 1989 AT RECEPTION NO . RECEPTION NO . 2239296. (L) WIGGINS TELEPHONE ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . (PLOTTED, SHOWN O 2175917 . (D ) PANHANDLE EASTERN PIPE LINE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870756 AND RECORDED JUNE 26, HEREON) w 1986 AT RECEPTION NO . 2058722 . ( E) COLORADO INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784. (F ) UNION RURAL ELECTRIC ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION NO . 1871004. (G ) WESTERN GAS SUPPLY COMPANY, 125 . EXISTING LEASES AND TENANCIES, IF ANY. RECORDED APRIL 2, 1985 AT RECEPTION NO . 2004300. (H ) PUBLIC SERVICE COMPANY OF COLORADO , RECORDED NOVEMBER 9, 1981 AT RECEPTION NO . 1874084 . ( 1 ) ST. VRAIN SANITATION DISTRICT, RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975. (J ) LEFT HAND 126 . RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND TOWNSHIP LINES, AS ESTABLISHED BY THE BOARD OF WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977 . ( K) UNITED POWER, INC . , RECORDED JANUARY 24, 1991 AT COUNTY COMMISSIONERS FOR WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273 . (VACATED PER WELD COUNTY O RECEPTION NO . 2239296 . ( L) WIGGINS TELEPHONE ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . (PLOTTED, SHOWN DOCUMENT REC. NO. 3441938, DOES NOT AFFECT) S. HEREON) al 127 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES 0 91 . EXISTING LEASES AND TENANCIES, IF ANY . PATENT RECORDED FEBRUARY 15, 1928 IN BOOK 668 AT PAGE 271 . (AFFECTS SECTION 14. BLANKET IN NATURE. DID NOT PLOT.) 0 0 M m 92 . RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND TOWNSHIP LINES, AS ESTABLISHED BY THE BOARD OF 128 . RESERVATION OF ALL COAL AND THE RIGHT TO PROSPECT IN DEED FEBRUARY 15, 1928 IN BOOK 668 AT PAGE 271 . (AFFECTS SECTION 14. COUNTY COMMISSIONERS FOR WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273. RESOLUTION VACATING PORTIONS OF BLANKET IN NATURE. DID NOT PLOT) WELD COUNTY ROADS RECORDED DECEMBER 14, 2006 UNDER RECEPTION NO . 3441938. (DOES NOT AFFECT) 129 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES a 93 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES PATENT RECORDED FEBRUARY 15, 1928 IN BOOK 668 AT PAGE 272 . RESOLUTION VACATING PORTIONS OF WELD COUNTY ROADS RECORDED PATENT RECORDED NOVEMBER 26, 1917 IN BOOK 461 AT PAGE 403 . (AFFECTS SECTION 10. BLANKET IN NATURE. DID NOT PLOT) DECEMBER 14, 2006 UNDER RECEPTION NO . 3441938 . (AFFECTS SECTIONS 2, 3, 10, 11, 14, AND 15. BLANKET IN NATURE. DID NOT PLOT) Z o N0 . DATE : REVISION DESCR I PT ION NAME PREPARED BY : PFS SIGNATURE DATE D THIS AND ANY OTHER ELECTRONIC MESA PROJECT W COLORADO SAND COMPANY i COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN ALP 12/21 /23 EXISTING CONDITIONS PREPARED BY ASCENT GEOMATICS SOLUTIONS. LLC o FOR A DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED 2 REPRESENTED TO BE SUITABLE FOR REUSE IN LAND SURVEY PLAT WHOLE OR IN PART ON EXTENSIONS OF THE QC REVIEW 0 PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions 0 MODIFICATION, OF ANY UTILIZATION IF NOT A 8620 Wolff Ct APPROVED CLIENT PROJECT NO . N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT WI EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS GEOMATICS SOLUTIONS Westminster, Colorado 80031 vl SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE CLIENT SIGNATURE DATE ASCENT PROJECT NO . B23 .TRC . 0001 UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : AS—SHOWN SidEETNO. APPROVED 2 OF 9 LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . SEC 27 WELD COUNTY , COLORADO EXISTING LEGEND T 6 N RGSW ALIQUOT CORNER FOUND OR SET AS DESCRIBED GLO = 39 . 98 CH ( 2638 . 67 ) ( R ) GL0 = 39 . 98 CH ( 2638 . 67 ' ) ( R ) II N89 °03 ' 47" E 2649 . 05 ' ( M ) SET MONUMENT AS DESCRIBED - - - - N89 '03 ' 35" E2650 . 98 ' ( M ) - - - - - - - - \\ EASEMENT AS REFERENCED ON SHEETS 1 -2 II II SECTION LINE SEC . COR . 27-26-35-34 QUARTER SECTION LINE 1 /4 COR SEC 27-34 III I FOUND 30" NO . 6 REBAR, I SEC . COR . 28-27-34-33 FOUND 30" NO . 6 REBAR , III 3- 1 /4" ALUMINUM CAP GOVERNMENT LOT LINE SET 30" NO . 6 REBAR , I 3- 1 /4" ALUMINUM CAP STAMPED "2004 , LS 37068" 3- 1 /4" ALUMINUM CAP STAMPED "2012 , PLS 38281 " II II PROPOSED LEASE BOUNDARY (SEE NOTE 7) II FENCE- 4 STRAND BARBED WIRE STAMPED " PLS 38412" II II I 300' 600' DIRT OR TWO-TRACK ROAD AS SPECIFIED II GRAPHIC SCALE : 1 " = 300' ( M ) MEASURED I / ( R) RECORD (SEE NOTE NO . 5) / /�� 50' PROPOSED ACCESS EASEMENT I � ( NOT YET RECORDED) I / I , \� w / ON '-' N NW114 / NE114 I w I OO U Q // 1 O O0 oN d- � i nN -J I 4/\ I � � \ I SEC 34 111 7/ 6N R6SH/ \ \ 1111 1 /4CORSEC34-35 SEC 35 1 /4 COR SEC 33-34 1111 I CENTER 1 /4 COR SEC 34 I SET 30" NO . 6 REBAR, SET 30" NO . 6 REBAR , 3- 1 /4" ALUMINUM CAP T � �� JLII �d]/�jSET 30" NO . 6 REBAR, I 1 3- 1 /4" ALUMINUM CAP 3 3- 1 /4" ALUMINUM CAP 1 STAMPED " PLS 38412" STAMPED �� PLS 38412�� STAMPED " PLS 38412" �,_ S89 °12 ' 49 " W 2643 . 02 ' ( M ) S8912 ' 49 " W 2638. 98 ' ( M ) _ - - GRAVEL ROADSEC 33 \ i „ I 'P6N R6SW I H -\ I swl /4 �� II SE114 � I I g A2615 62 109 GRAVEL ROAD Si I 40' PIPELINE ROW \� i \ ICD REC . NO . 4146283 / � � \ 1 - - - - - - - - y OIL & GAS EQUIPMENT o / / 50' PROPOSED ACCESS EASEMENT // _ 25 50' PROPOSED ACCESS EASEMENT � ( NOT YET RECORDED) /71117 A ( NOT YET RECORDED) / �� v / % -_ � � 30' PIPELINE EASEMENT NORTH LINE S1 /2 S1 /2 REC . NO . 3797974 PROPOSED LEASE BOUNDARY NORTH LINE S1 /2 S1 /2 //�� r SOUTH 1 /16 COR SEC 33-34 / � v� �� A� OIL & GAS EQUIPMENT PROPOSED LEASE BOUNDARY , \ _ / SOUTH 1 / 16 COR SEC 34-35 SET 30" NO . 6 REBAR, // , ��-- �� SET 30" NO . 6 REBAR, 3- 1 /4" ALUMINUM CAP �� STAMPED " PLS 38412" O/� 3- 1 /4" ALUMINUM CAP N89 °17' 34" E 2639 . 04 ' ( M ) j N89 °17' 14" E 2633 . 94' ( M ) STAMPED " PLS 38412" / / PROPOSED SITE ENTRANCE /// 1 \\ N / / / LAT: N40° 26'21 .46" // II S1/2S1/2, SECTION 34 . O /j / PROPOSED SITE ENTRANCE LONG : W104° 25'06 .44" // II ® N d / / LAT : N40 °26'21 .45" // II AREA = 6 , 988, 834 SQ. FT. = 160 . 442 ACRES 1 /- o 41 83 SOUTH 1 /16 COR SEC 34 I I �\ I 0 N ' / C LONG : W104° 25'31 . 92" // / / \\ I SET 30 NO . 6 REBAR, // II N 57 19 / / \ 3- 1 /4" ALUMINUM CAP // Ii 2 w v ` STAMPED " PLS 38412" // \\ o o I / / 50 REC LNO 32 0959 INE EASEMENT \ \\ // II \ // II ON / / I II AA oo po \ oi 0 / / / 11 GRAVEL ROAD W I I I M w w IM L/ / j � � rj III 57 19 W r r7 I 50 PIPELINE EASEMENT al / % / 11 I I � REC . NO . 3260959 U, / / I oN / / I TWO-TRACK ROAD ° SEC . COR . 33-34-3-4 / O SET 30" NO . 6 REBAR , II I I GRAVEL ROAD SEC . COR. 34-35-2-3 al 3- 1 /4" ALUMINUM CAP / II 1 /4 COR SEC 34-3 I FOUND 30" NO . 6 REBAR , O STAMPED " PLS 38412" I / II FOUND 11 "x14"x4" STONE I 2- 1 /2" ALUMINUM CAP m / " 1 /4" ON SOUTH FACE A 39 99 56 82 I I STAMPED "2001 , LS 24657" I I / A I 50 PIPELINE ROW RECEIVER SITE EASEMENT I T6N REC . NO . 3260959 II JREC . NO . 3077384 I - _ - - - a T _ — — _ _ _ _ _ _ _ - - _ = GL0 = 40 . 00 CH ( 2640 . 00 ' ) ( R ) GLO = 40 . 00 CH ( 2640 . 00 ' ) ( � I I S89 °22 ' 20 " W 2635 . 07 ' ( M ) 83 17 III S8921 ' 41 " W 2628 . 92 ' ( M ) / ' 5N T 5 1\1 y SEC ' RECEIVER SITE EASEMENT III I I III REC . NO . 3077377 I , T 5 1\1 R b W 3 NO . DATE : REVISION DESCRIPTION NAME BY :PREPARED PFS SIGNATURE DATE THIS AND ANY OTHER ELECTRONIC MEDIACOLORADO SAND COMPANY 1 1 - 1 0 - 2 0 2 4 ADDED PROPOSED ACCESS EASEMENT AWJ COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 PROJECT W PREPARED BY ASCENT GEOMATICS SOLUTIONS. LLC EXISTING CONDITIONS o FOR A DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED REPREWHOLE ORED TO IN PARTTEONUEXTENSIONS OF THELE FOR REUSE N LAND SURVEY PLAT SOUTH HALF OF SEC . 34, O PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions QC REVIEW O MODIFICATION, OF ANY UTILIZATION IF NOT A 8620 Wolff Ct APPROVED TOWNSHIP 6 NORTH, RANGE 63 WEST N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCEIJI' CLIENT PROJECT NO . mI EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS LEDMAIICS SOLIni Westminster, Colorado 80031 CLIENT SI GNATURE DATE 6TH PRINCIPAL MERIDIAN U SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE ASCENT PROJECT NO . TRC B230001 UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW WELD COUNTY , COLORADO EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : 1 " = 300' seeeT o. APPROVED 3 OF 9 LAND SURVEY PLAT SEC 34 PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . '[ 6 N R63W WELD COUNTY , COLORADO I � l 18 39 99 56 82 I I I EXISTING LEGEND , / 57 19 1 / EASEMENT 50' PIPELINE ROW III O = 40 00 CH ( 2640 . 00 ' ) ( R ) T6 1\1 ALIQUOT CORNER FOUND OR SET AS DESCRIBED // RECEIVERREICENO 3260959 III GLO = 40 . 00 CH ( 2640 . 00 ' ) ( R ) REC . NO . 3077384 GL Sgg '21 ' 41 " W 2628 . 92 ' ( M ) T6 �� _ - _ _ _ _ _ I S892220W 2635 . 07 ( M ) L - - _ - - - - - - - - _ _ _ - - - - - - - SET MONUMENT AS DESCRIBED II 83 17 1 I � � 1\1 O EASEMENT AS REFERENCED ON SHEETS 1 -2 1 III - - 7 5 1\1 I I RECEIVER SITE EASEMENT IIII GRAVEL ROAD SECTION LINE 57 19 41 83 1 /4 COR SEC 34-3 REC . NO . 3077377 III SEC . COR . 34-35-2-3 - QUARTER SECTION LINE FOUND 30" NO . 6 REBAR, SEC . COR . 33-34-3-4 50' PIPELINE EASEMENT FOUND 11 "x14"x4" STONE 2- 1 /2" ALUMINUM CAP III - � I I " 1 /4" ON SOUTH FACE I I I GOVERNMENT LOT LINE SET 30" NO . 6 REBAR , I II REC . NO . 3260959 1 I STAMPED "2001 , LS 24657" 3- 1 /4" ALUMINUM CAP I Nua 4 IIJ I PROPOSED LEASE BOUNDARY (SEE NOTE 7) STAMPED " PLS 38412" IrJJ NOO ° III FENCE- 4 STRAND BARBED WIRE III hI Nu . � 2 III 0 300' 600' III - I I� ! III DIRT OR TWO-TRACK ROAD AS SPECIFIED I I I I GRAPHIC SCALE : 1 " = 300' ( M ) MEASURED / I I ^ 1 I ICI / III r ( R) RECORD (SEE NOTE NO . 5) II I U I Ijl / ice IIII III �/_ ICI �/ / I 7 0000 III III lyl / \ O' PIPELINE EASEMENT ^ � Hi I II / // REC NO . 3260959 I // • O �' I 0 ii � � // IIII NC° N I III I I I I �' - - TWO-TRACK ROADS - - - - - - - - - - - I I 17 � - - - - i I r o III ► _ I `\ 11 _ '- o � I I �/ � J �� 17 III = NWIIIII NEI �4 Ili o III / \\ 50 PIPELINE EASEMENT o Z II C IIII ru � \\ I REC . NO . 3077377 I I � NN . j I/ \N \ III I OIL & GAS FACILITY \ I I i III - \ _ _ _ - - - _ I II II III �HR I I ii• I 1 /4 COR SEC 3-2 1 /4 COR SEC 4-3 IIII �l � � SEC 3 II FOUND 0 E x 3 2 0 .5' STONE SEC 2 FOUND 30" NO . 6 REBAR , I I 0000 7/�j IIE " 9ILS2I �� // 3 /4/ II R6SW STAMPED " 1989 , PLS 22098" I JJLLV� JL1111 I T5N III VARYING WIDTH PIPELINE EASEMENT _ - I - 'ut-I REC . NO . 4201585 - + AREA = 27 , 857 , 173 SQ. FT. = 639 . 513 ACRES 1 / ii SEC ECI T5N R6 3 I I 26 15 62 109 II II �� OIL & GAS FACILITY II I 40' PIPELINE ROW II III REC . NO . 4146283 II II II I � � II I III \ � � \ \ II HI ' U ( I ` > II OIL & GAS FACILITY / � II IIII a1111 II // � II ,. 11I I / � ��/ �\ II I � II I I ,/ ,, I Rec . No . Date Grantee of Record '' ��' °� Ii o � 3077384 6 /26 /03 Duke Energy Field Services LP ' I SE1 /4 r HL ' SW1 /4 ' iIIAN- - - - _ _ _ _ _ _ � �===- i lam_ - _ —°°°__- =_ � _ = -_ =__- N I - - - _ - II U - I \\\\ TWO-TRACK ROADS I II o 0 N I IA 16 O o I II CENTERLINE PIPELINE EASEMENT II TWO-TRACK ROAD 6 O II II REC . NO . 2203049 \ \ II o o II oz o z IIII — \�` Rec . No . Date Grantee of Record II I II I ( ; • 3077384 6/26 / 03 Duke Energy Field Services LP II GRAVEL ROAD ILIA \ � � C � II o III ( 1 \ \ 54 II CJ III I ( \\ 50' PIPELINE EASEMENT o III I I I J I I \; REC . NO . 3016421 � = JII //, IIIIII II I 99 F' I 1 1 /4 COR SEC 3- 10 / 'f 50' PIPELINE ROW = III OIL & GAS FACILITY SET 30" NO . 6 REBAR , / REC . NO . 3077384 al I 3- 1 /4 ALUMINUM CAP / / II 56 82 �ISTAMPED PLS 38412" SEC . COR. 3-2- 11 - 10 3 III 18 A //\ //\ /A\ I 11 A gg 39 FENCE LIES 15 . T NORTH 50' PIPELINE ROW FENCE LIES 122 . 1 ' NORTH / 11 � � OF SECTION LINE FOUND 30" NO . 6 REBAR, • O SEC . COR. 4-3- 10-9 I II RECEIVER SITE I 2- 1 /2" ALUMINUM CAP �- � - REC . NO . 3077384 OF SECTION LINE al FOUND 2- 1 /2" ALUMINUM PIPE , _ — REC . NO . 3077384 STAMPED "2010 , LS 38175" 0 3- 1 /2" ALUMINUM CAP - - - - - - - - - - -- __ O STAMPED " LS 22098" _ _= / — _ _ _ _ rye'' / / - - - - - - - - — - _ -_ —_ - -- T GLO = 39 . 95 CH 2636 . 69 ) ( R ) - - - - - - - II GLO = 39 . 95 CH ( 2636 . 69 ' ) ( R ) ° >� ( > ��i7` � N89 07 46 E 2644. 01 ( M ) --" N89 °07 ' 46 " E 2644. 01 ' ( M ) EC 10 o NN a T5N R6SW ' _____________ z z o N0 . DATE : REV I S 1 ON DESCR I PT 1 ON NAME PREPARED BY : PFS sIGNAruRE DATE THIS O AND ANY OTHER MN IA PROJECT W COLORADO SAND COMPANY 31 COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 PREPARED BY ASCENT GEOMATICS SOLUTIONS. LLC EXISTING CONDITIONS o FOR A DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED REPREWHOLE ORED TO IN PARTTEONUEXTENSIONS OF THELE FOR REUSE N LAND SURVEY PLAT SEC . 3 , TOWNSHIP 6 NORTH, O PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions QC REVIEW o MODIFICATION. OF ANY UTILIZATION IF NOT A 8620WoffCt APPROVED CLIENT PROJECT NO . RANGE 63 WEST N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT m EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS GE0MATICS S0LUJI ) AS Westminster, Colorado 80031 6TH PRINCIPAL MERIDIAN CLIENT si eNAruRE DATE v SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE ASCENT PROJECT NO . TRC B230001 UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW WELD COUNTY, COLORADO a EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : 1 " = 300' weer o. APPROVED 4 OF 9 LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SEC 3 SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . WELD COUNTY , COLORADO � T5N R6 3 I EXISTING LEGEND �) \ / ,- - - - = = _ __ _ ALIQUOT CORNER FOUND OR SET AS DESCRIBED GLO = 39 95 CH ( 2636 . ' \ SET MONUMENT AS DESCRIBED - - = 39 . 95 CH ( 2636 . 69 ' ) ( R ) >, 69 ) ( R ) - - �� GLO N89 07 46 E 2644. 01 ( M ) �� N89 07 ' 46 " E 2644. 01 ' ( M ) 11 I I SEC . COR . 3-2- 11 - 10 - - �# EASEMENT AS REFERENCED ON SHEETS 1 -2 III I FOUND 30" NO . 6 REBAR , SECTION LINE 1 /4 COR SEC 3- 10 yl 2- 1 /2" ALUMINUM CAP SEC . COR . 4-3- 10-9 �� I I SET 30" NO . 6 REBAR, 11 GRAVEL ROAD STAMPED "2010 , LS 38175" QUARTER SECTION LINE II 3- 1 /4" ALUMINUM CAP 111 FENCE LIES 33 .0' WEST GOVERNMENT LOT LINE FOUND 2- 1 /2" ALUMINUM PIPE , \\ I STAMPED " PLS 38412" 124 90 3- 1 /2" ALUMINUM CAP \\ 1 III OF SECTION LINE PROPOSED LEASE BOUNDARY (SEE NOTE 7) \ - - I `-- 40 PIPELINE ROW STAMPED " LS 22098" \ 3II GRAVEL ROAD / = IIII I REC . NO . 4201578 FENCE- 4 STRAND BARBED WIRE / / III I I / l = 0 300' 600' - \ \ / I II � I II I DIRT OR TWO-TRACK ROAD AS SPECIFIED \ \\ \ /jam IIII // / J I IC GRAPHIC SCALE : 1 " = 300' ( M ) MEASURED �� \\ // II // I ( R) RECORD (SEE NOTE NO . 5) \\ / IIII j/ / I \\ I I / \ \ \\ \ // / IIII // ^ uu / // I IIII // � . 1 111 /i o N / i1 \ IIII // o \ \ NW114 NCI 4j \ II // GRAVEL ROAD I N I � I ) // - - - _ I A98 \\ — — — _ _ _ _ _ _ 50' PIPELINE ROW \ - 0 d o � i� 0 I o // � \\ \ _ _ _ — REC . NO . 2924436 / 50' PIPELINE ROW o O o . I \ - - _ _ — — - - - - - - � � REC . NO . 3119402 Nt O TWO-TRACK ROADS / IJ \\ / / _ I H o z // I JI \ I / / I I I `-' I o o I I / IIII \ I I � III I oo II III ' I \ \ I q I oo J1El / IIIil I \ � I II r . III /i III vv I I Il // IIII � I I III II i I // / / I I\ 70' PIPELINE ROW I / / IIII \\� I I III REC . NO . 4201578 I� / � / I \\ I I III II FENCE LIES 44 . 3' WEST \ � / I I \\ I I I I OF SECTION LINE II 1 /4 COR SEC 10- 11 1 /4 COR SEC 9- 10 ` I \\ SEC 10 I I I I III SET 30" NO . 6 REBAR, SEC 11 FOUND 1 - 1 /2" STEEL PIPE , \ rl \\ \ I I II III 3- 1 /4" ALUMINUM CAP 3" ALUMINUM CAP \ \ \ \\ I I II I I STAMPED " PLS 38412" STAMPED 1990 , LS 7242 \ " T5 _ \1 6 3 W II / T 5 1\1R6 S - � � AREA = 28 , 024 , 490 SQ. FT. = 643 . 354 ACRES 1 /- II II � c I 52 16 ��\ I I I FENCE LIES 47 . 2' WEST I CENTERLINE PIPELINE EASEMENT _ _ I \\ I I I I OF SECTION LINE I I Ij REC . NO . 2203049 \\ I I I I I ( I T5 1\1 R 6 ' l� \\ I I 39 56 III \\ \\ 1 \\ \ \\ 82 99 18 1 \I II 1 I \ 1� 1 50 PIPELINE ROW I 1 I ❑ J / I I I \\ � I I REC . NO . 3077384 IJ II SWI14 � � 1 Il H ) i)\ / / vvv i vw I I vvv � � / vv I / I11 / r vv 39 56 I I I \\ j \\ 18 99 82 I / p 40' PIPELINE ROW \\� I J�J / � I\\ RECEIVER SITE I / / O N O 0 I J / / \\ REC . NO . 3077384 I / o N REC . NO . 4146283 �\ J�� / / \\ I % N co iI \ 1i1/ I� — i \\ TWO-TRACK ROADS \ vv JIB vv /7\v vv O ' � _ I � / lI � GRAVEL ROAD y/ j 10 \ o . \ o \ � � �� Jl^\\ � � �/ 50' PIPELINE ROW Z � - - 1 II z > A\ �� ' �/ REC . NO . 2981170 I � I I c� � ii ICI �� I �\ ✓ �i'f iii N> � II . .. . ...� � \ t II I // Ho ii / �� II IJ I 1 /� � /� �� 111 15 104 IJ FENCE LIES 358' WEST I J . 120' PIPELINE ROW I II OF SECTION LINE ( I L\L\ (` / IIII REC . NO . 3594663 II I / II II // I- \\ II II // /i �I \ IIII I I // V\ ICI II 3 \\ II SEC . COR . 10- 11 - 14- 15 I I 0 SEC . COR . 9- 10- 15- 16 \\ I 1 /4 COR SEC 10- 15 II I FOUND 30" NO . 6 REBAR , • o FOUND 2- 1 /2" ALUMINUM PIPE , 3- 1 /2" ALUMINUM CAP \\ I SET 30" NO . 6 REBAR, II I 3- 1 /4 ALUMINUM CAP al \ STAMPED 2008 , PLS 28258 o STAMPED " 1990 , LS 7242" \ \ I �VI 3- 1 /4" ALUMINUM CAP � I F', \ \\ 11 STAMPED " PLS 38412" I - - - i - - - - - _ - - - - - - - - - - - GL0 = 39 . 92 CH ( 2634. 71 ' ) ( R ) GL0 = 39 . 92 CH ( 2634. 71 ) ( R ) II N89 2203E 2648 . 29 ' ( M ) N89 °22 ' 03 " E 2648 . 29 ' ( M ) II \ S ' C15 II \ I II FENCE LIES 28 . 5 WEST I 1 OF SECTION LINE �I z __ __ 7 ' 5NR6SW ___ __ __ __________ ______________ - N0 . DATE : REVISION DESCRIPTION NAME PREPARED BY : PFS sIDNATURE DATE THIS AND ANY OTHER ELECTRONIC MEDIA PROJECT W COLORADO SAND COMPANY 31 COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 PREPARED BY ASCENT GEOMATICS SOLUTIONS. LLC EXISTING CONDITIONS o FOR A DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED _________ ________ WHOLESORT INED PARTTEONUITAEXTENSIONS OF THENA LAND SURVEY PLAT SEC . 10, TOWNSHIP 6 NORTH, o PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions QC REVIEW o MODIFICATION, OF ANY UTILIZATION IF NOT A 8620WoffCt APPROVED __________ _________ CLIENT PROJECT NO . RANGE 63 WEST N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT Westminster, Colorado 80031 ID EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS GE0MATICS COMMONS 6TH PRINCIPAL MERIDIAN I CLIENT si DNAruRE DATE SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE ASCENT PROJECT NO . TRC B230001 UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW WELD COUNTY, COLORADO EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : 1 " = 300' SHEE 0. 5 OF 9 APPROVED LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SEC 10 SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . WELD COUNTY , COLORADO � � 1\1 R6 3 wII // EXISTING LEGEND \ \ + 1 II GLO = 39 . 92 CH ( 2634. 71 ' ) ( R ) / _ ALIQUOT CORNER FOUND OR SET AS DESCRIBED GLO = 39 . 92 CH ( 2634 . 71 ) ( R ) II N89 '22' 03 " E 2648. 29 ' ( M ) / SET MONUMENT AS DESCRIBED N89 °22' 03" E 2648 . 29 ' ( M ) - - - - - - - - - - - - AEASEMENT AS REFERENCED ON SHEETS 1 -2 I - - SECTION LINE \\ I I I QUARTER SECTION LINE \\ +I 1 /4 COR SEC 10- 15 I FENCE LIES 28 . 5' WEST SEC . COR. 10- 11 - 14- 15 SEC . COR. 9- 10- 15- 16 II GRAVEL ROAD SET 30" NO . 6 REBAR , II OF SECTION LINE FOUND 30" NO . 6 REBAR, 3- 1 /4" ALUMINUM CAP GOVERNMENT LOT LINE FOUND 2- 1 /2" ALUMINUM PIPE , 3- 1 /4" ALUMINUM CAP I I STAMPED " PLS 38412" 11 STAMPED "2008 , PLS 28258" 3- 1 /2" ALUMINUM CAP PROPOSED LEASE BOUNDARY (SEE NOTE 7) I FENCE- 4 STRAND BARBED WIRE STAMPED " 1990 , LS 7242" �I II III o II GRAVEL ROAD I 0 300' 600' DIRT OR TWO-TRACK ROAD AS SPECIFIED I II 109 I GRAPHIC SCALE : 1 " = 300 ( M ) MEASURED ' II A2615 62 OIL & GAS EQUIPMENT ( R) RECORD (SEE NOTE NO . 5) 00 40 II / PIPELINE ROW / / � � I ) REC . NO . 4146283 / ;- I III \\ „ \\ p IIII / OIL & GAS EQUIPMENT NW1 /4 u7 i cuu _ � . OIL & GAS FACILITY t IIID / \ NEI 14 iI cv I II / pN / O00 / III 1/ at" / / it 11 11O II Z \ IC / C P 9 15 �\ / I I III RECEIVER SITE 14 TWO-TRACK ROADS I REC . NO . 3594663 50' PIPELINE ROW // \\\\ I / IL REC . NO . 3016422 �5 ) y\ J // / — — _ — _ _ 20' PIPELINE ROW I --- �� — REC . NO . 3556401 77 / III — _—=== _ _ — _\\ _ _ _ ______ - - - , Lw a / / / � I 20 PIPELINE ROW // \\ REC . NO . 3515967 // \\\ / / IIIy I III SEC 14 1 /4 COR SEC 16-15 / / I \\ 1 /4 COR SEC 15- 14 II SEC 15 \\ I FOUND 30" NO . 6 REBAR , FOUND 1 - 1 /2" STEEL PIPE , / IIII \\ I 3- 1 /4" ALUMINUM CAP T5N R6 3 3" ALUMINUM CAP / / • STAMPED "2008 , PLS 28258" STAMPED " 1990 , LS 7242" / / III / i T5N R63 I IV _ _ II _ - - - - \ice - - - II AREA = 27, 549 , 626 SQ. FT. = 632. 452 ACRES + /- FENCE LIES 40 .2' WEST . t lI I I,' „ OF SECTION LINE II SEC I6 Ih4� I H ri I IIIdi T51\� 6S � I �\ III I / \\ II � \\ // I IIIIIi ( � � / / IIIdI )� , —IIyI II vi o ) II III /// II // // II /// II / /// GRAVEL ROAD OIL & GAS EQUIPMENT II /� I 15 II , \� �_ _ = __ _ — 20' PIPELINE ROW � � ^ � - - - - � _ _ _ // GRAVEL ROAD p .-' �� III — — — REC . NO . 3556401 — ao J o c� c0 II //// \\ ==� U /� \ S {' y 114 TWO-TRACK ROADS /// \\ I) o N // � // \\ at OO O . // //1\\ \ � // \\ iv \ // � \ I ///// SE114 \\ \ I c� J4 // \\ / \ 0 \ Nr/ / II / O II I- I tJ II I JI • SEC . COR . 16- 15-22-21 ++ ° I 1 /4 COR SEC 15-22 I FOUND 1 - 1 /2" PIPE , -22 O a FOUND 1 - 1 /2" PIPE , I FOUND 1 - 1 /2 PIPE , 11 , 3 ALUMINUM CAP FENCE LIES 0 . 8 SOUTH 0 3" ALUMINUM CAP J I 3" ALUMINUM CAP OO STAMPED " LS 4845" ij STAMPED " LS 4845" OF SECTION LINE STAMPED " LS 4845" U GLO= 39 . 87 CH ( 2631 . 41 ' ) ( R ) GLO= 39 . 87 CH ( 2631 . 41 ' ) ( R ) S89 '45 ' 32 " W 2561 . 71 ' ( M ) OO00 S8944' 28" W 2561 . 33 ' ( M ) ° I SEC// ___ __ 7 ' 5N R6SW ______________ z o N0 . DATE : REV I S 1 ON DESCR I PT 1 ON NAME PREPARED BY : PFS SIGNATURE DATE COLORADO SAND COMPANY THIS AND ANY OTHER ELECTRONIC MEDIA 31 COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 P R 0 J E C T W PREPARED BY ASCENT GEOMATICS SOLUTIONS, LLC EXISTING CONDITIONS C FOR A DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED WHOLEREPRESORT N PARED TO TTEONUE TENSIONS OF THELE FOR REUSE N LAND SURVEY PLAT SEC . 15 , TOWNSHIP 6 NORTH, PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions QC REVIEW o MODIFICATION, OF ANY UTILIZATION IF NOT A 8620 Wolff Ct APPROVED RANGE 63 WEST N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS GEDMATICS S0LUJI ) NS Westminster, Colorado 80031 CLIENT PROJECT NO . m 6TH PRINCIPAL MERIDIAN C L I E N T SIGNATURE DATE v SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE ASCENT PROJECT NO . TRC_B230001 COUNTY, �T COLORADO UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW WELD CO V 1V T I , COLORADO a EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : 1 " = 300' SHEET o. APPROVED 6 OF 9 LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SEC 35 SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIPS NORTH , RANGE 63 WEST , 6TH P . M . WELD COUNTY , COLORADO 1 T6 IV � 6 3 � ,� EXISTING LEGEND I \ II GLO = 40 . 00 CH ( 2640 . 00 ' ) ( R ) II \�� ALIQUOT CORNER FOUND OR SET AS DESCRIBED GLO = 40 . 00 CH ( 2640 . 00 ' ) ( R ) II N8923 ' 04" E 2630 . 63 ' ( M ) \� � �I - - - - - SET MONUMENT AS DESCRIBED - - - - - - _ _ _ _ _ - - - - - - N89 " 2107E 2631 . 92 ' ( M )1 I� 48 \\ \ # EASEMENT AS REFERENCED ON SHEETS 1 -2 II 50' PIPELINE EASEMENT II \ - - SECTION LINE 1 /4 COR SEC 35-2 II REC . NO .4567442 II SEC . CO - QUARTER SECTION LINE R. 35-36- 1 -2 SEC . COR . 34-35-2-3 FOUND 30" NO . 6 REBAR, II FOUND 30" NO . 6 REBAR , I 2- 1 /2" ALUMINUM CAP II II FOUND 30" NO . 6 REBAR, GOVERNMENT LOT LINE 2- 1 /2" ALUINUM P 2- 1 /2" ALUMINUM CAP 1 STAMPED "2017 , LS 38307" II II MA PROPOSED LEASE BOUNDARY (SEE NOTE 7) STAMPED 2001 , LS 24657" STAMPED 201X, LS 3XX07" If II FENCE- 4 STRAND BARBED WIRE II 1I 0 300' 600' II DIRT OR TWO-TRACK ROAD AS SPECIFIED N 4oSNOe2NOo IGRAPHIC SCALE : 1 " 300' ( M ) MEASURED � , NU Il I ( R) RECORD (SEE NOTE NO . 5) 1 / p/ II L - - - _ I III / \\ I �I I I - 9 TWO-TRACK ROADS II / � N � � \\ II / � (QDo 00 w 1 / I \ II TWO-TRACK ROADS / cNo O / \ II / � N N O _ - - - - - - - - - - - - - U / ter � - OO I = w i - ot ---- - --- r•O) NFl /4 p = \\ \\ I \ II V) Z r I / OI o \\\\ / r I II \\ IC \ \\ \ � I I l ) 1 \\ GRAVEL ROAD I 4 83 1 /4 COR SEC 2- 1 SEC 2 1 SET 30" NO . 6 REBAR , EC 1 1 /4 COR SEC 3-2 \ 57 19 3- 1 /4" ALUMINUM CAP FOUND 0 . 8'x0 .3'x0 .5' STONE \ I STAMPED " PLS 38412" T5 N R � ��Ij50' PIPELINE EASEMENT T5N3W �J �V �V REC . NO . 3260959 - ��\ rt AREA = 27, 832 , 686 SQ . FT. = 638 . 951 ACRES 1 / SEC 3 II 7 ' 5N R6SW \\ I \\ \\ iii I \Rec . No . Date Grantee of Record0033077384 6 /26 / 03 Duke Energy Field Services LP � i / i _ _ _ N tD __= - - _ � �________ __ - - - - - - - � % TWO-TRACK ROADS I - - \ \ Ud o OO \�� - - - _= \ j 19 57 41 83 OO O O qt SWI14 _ _ _ _- or O \ - - _ ___=_ - ` RECEIVER SITE EASEMENT o Z \\\ _ � - — = - - 19 57 41 83 / REC . NO . 3260959 II =�- O O � � / 1 � 50' PIPELINE EASEMENTo \ REC . NO . 3260959 , SE114 \ I o \ - j 0 \\ GRAVEL ROAD 56 82 \ I LU I 39 gg 18 \\\ FENCE LIES 13 . 1 ' WEST tJ II --` 50' PIPELINE ROW \\ a SEC . COR . 3-2- 11 - 10 REC . NO . 3077384 \\ OF SECTION LINE Ji FOUND 30" NO . 6 REBAR, Rec . No . Date Grantee of Record \�\ 3260959 2 / 14 / 05 Duke Energy Field Services LP 1 SEC . D O 30 NOR. 16 REBAR 2- 11 o 2- 1 /2" ALUMINUM CAP L. STAMPED "2010 , LS 38175" I \\ I 2- 1 /2" ALUMINUM CAP 0 FENCE LIES 15 . 7' NORTH I �I STAMPED " PLS 38412" STAMPED "2011 , LS 38175" F', OF SECTION LINE - - - - - GL0 = 39 . 86 CH ( 2630 . ' GLO = 39 . 86 CH ( 2630 . 75 ' ) ( R ) 75 ) ( R ) N89 39 57 E 2636 . 86 ' ( M ) N89 `39 ' 57 " E 2636 . 86 ' ( M ) \ SEC //! I \ iV 0 __ __ ________ ___ __ T5N R6SW ______________ z z o N0 . DATE : REVISION DESCRIPTION NAME PREPARED BY : PFS SIGNATURE DATE THIS AND ANY OTHER ELECTRONIC MEDIA PROJECT W COLORADO SAND COMPANY 31 COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 PREPARED BY ASCENT GEOMATICS SOLUTIONS. LLC EXISTING CONDITIONS o FOR A DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED WHOLE REPREORED TO IN PARTTEONUEXTENSIONS OF THELE FOR REUSE N LAND SURVEY PLAT SEC . 2 , TOWNSHIP 6 NORTH, o PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions QC REVIEW 0 MODIFICATION. OF ANY UTILIZATION IF NOT A 8620WoffCt APPROVED CLIENT PROJECT NO . RANGE 63 WEST N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT m EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS GEDMATICS SOLUJI ) NS Westminster, Colorado 80031 6TH PRINCIPAL MERIDIAN CLIENT si DNAruRE DATE v SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE ASCENT PROJECT NO . TRC B230001 UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW WELD COUNTY, COLORADO a EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : 1 " = 300' weer o. APPROVED 7 OF 9 LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SEC 2 SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . WELD COUNTY , COLORADO TJN R6 SW III EXISTING LEGEND GL0 = 39 . 86 CH ( 2630 . 75 ' ) ( R ) GL0= 39 . 86 CH ( 2630 . 75' ) ( R ) ALIQUOT CORNER FOUND OR SET AS DESCRIBED N89 °39 ' 57" E 2636 . 86 ' ( M ) N89 °39 ' 57 " E 2636 . 86 ' ( M ) ( ) - - - - - - - - - - - SET MONUMENT AS DESCRIBED - - A EASEMENT AS REFERENCED ON SHEETS 1 -2 SEC . COR. 3-2- 11 - 10 \ \ I I - - SECTION LINE FOUND 30" NO . 6 REBAR, I \ Rec . No . Date Grantee of Record QUARTER SECTION LINE SEC . COR. 2- 1 - 12- 11 2- 1 /2" ALUMINUM CAP I 3077383 6/26/03 Duke Energy Field Services LP STAMPED "2010 , LS 38175" 1 /4 COR SEC 2- 11 FOUND 30" NO . 6 REBAR, GOVERNMENT LOT LINE \ SET 30 NO . 6 REBAR' 2- 1 /2" ALUMINUM CAP FENCE LIES 33 . 0' WEST 12 90 \ \ \ STAMPED " PLS 38412' STAMPED "2011 , LS 38175" PROPOSED LEASE BOUNDARY (SEE NOTE 7) 3- 1 /4" ALUMINUM CP OF SECTION LINE \ \ - -I `-- 40' PIPELINE ROW \ r FENCE- 4 STRAND BARBED WIRE REC . NO . 4201578 \\\ I \ I 0 300' 600' _ \ \\ / \ I DIRT OR TWO-TRACK ROAD AS SPECIFIED 1 I I / � \ \ \\ I � N \ \\ GRAPHIC SCALE : 1 " = 300' ( M ) MEASURED / \ \ \\ / / \ / ( R) RECORD (SEE NOTE NO . 5)NOIL GAS FACILITY \ LI D / \ GRAVEL ROAD I \ //\\( o- III \ \\ ON II TWO-TRACK ROADS \\ �� //oH ") N I I - - - - - \ - - - - - - _-_ INN - - - - U = _ — _ - - - - d � I � � 16 // II oN I 50' PIPELINE ROW i \\ // I o qt O Ln ii / p I REC . NO . 3077383 \ \ �\ j/ / I o II o I / GRAVEL ROAD �� We oz II rDU 11 \ \ \� I /i/ /I I � 1 50 PIPELINE ROW \� \\ // // oo REC . NO . 3148021 \ // NEI ' NWI 14 \\ /� Iii � li oo,l �1 \ \\ /�' ii \\ // /i I / \ \\ �' // II \ \ \\ I 124 90 III OIL & GAS FACILITY \ \ \� 70' PIPELINE ROW \' I-- \ \\ I/ 41 REC . NO . 4201578 U \ \ \\\\ // 11 \ \ \ \ I I/ I I \ / 1 /4 COR SEC 11 - 12EC I \ \ \\ SEC I I I SET 30" NO . 6 REBAR, 12 1 /4 COR SEC 10- 11 \ III // 3- 1 /4" ALUMINUM CAP SET 30" NO . 6 REBAR, III \ \ �\ // I STAMPED " PLS 38412" 3- 1 /4" ALUMINUM CAP I I II \ Ra R6SW STAMPED " PLS 38412" II \ \ \\ 1 I \ \ \\ AREA = 28 , 050 , 701 SQ. FT. = 643 . 955 ACRES + /- /�/ 11 FENCE LIES 47 . 2' WEST \\ // iii OF SECTION LINE \ // 41 83SEC 10 II I I VA /// I I \ \ 57 19 \\ // T5N R6SW fl I \ RECEIVER SITE EASEMENT // I \ REC . NO . 3260959 // II I OIL & GAS FACILITY \\ // II ( I i�� \ // II I ❑ / /, \\ I // \� // \\ // 7,7" 50' PIPELINE EASEMENT �\ \� /�/ III \\ / j j� REC . NO . 3260959 I \\ \ // � ^ \\ i \\aiI ON N N I I I 1 \ TWO-TRACK ROADS NI I/ I \\ \ U w � � 111 // O 1 , /, SE114 O SWa /4 \\ � q Z I \ \ // / I \\ GRAVEL ROADS I/ �\ �� O to / // \\ �\ � \\ o OIL & GAS FACILITY � Jl \\\ / \ \ / FENCE LIES 35 . 8 WEST I ❑ I I \\ OF SECTION LINE \\ / / 12 II \ // 35' PIPELINE ROW � /� \� __ %/ REC . NO . 4169979 tJ /�/ \( ^ // (APPROX. LOC . ) �I // AAA /II 3 // SEC . COR. 10- 11 - 14- 15 // I 1 /4 COR SEC 11 - 14 // SEC . COR. 11 - 12- 13- 14 FOUND 30" NO . 6 REBAR, � FOUND 1 - 1 /2" PIPE , • O FOUND 30" NO . 6 REBAR, I /// 3- 1 /4" ALUMINUM CAP 3/ s 3- 1 /4" ALUMINUM CAP STAMPED "2008 , PLS 2 " S ALUMINUM CAP O 8258 STAMPED "2008 , PLS 28258" I \\ STAMPED " LS 4845" - - - / - - - - - - - - - - - - - - - I GL0 = 39 . 92 CH ( 2634, 71 ' ) ( R ) GL0 = 39 . 92 CH ( 2634. 71 ' ) ( R ) \\ II N8914' 57 " E 2668. 46 ' ( M ) N89 °15 ' 23 " E 2668 . 52 ' ( M ) � /1 SEC 14 a t \ \ __ __ _______ ___ __ 7 ' 5N R6SW _____________ z o NO . DATE : REVISION DESCRIPTION NAME PREPARED BY : PFS SIGNATURE DATE COLORADO SAND COMPANY THIS AND ANY OTHER ELECTRONIC MEDIA 31 COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 P R 0 J E C W PREPARED BY ASCENT T. IT ISICS SOLUTIONS, LLC EXISTING CONDITIONS o FORA DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED WHOLESORT IN PARTTEONUE TENSIONS OF THESITABLE FOR REUSE IN LAND SURVEY PLAT SEC . 11 , TOWNSHIP 6 NORTH, PROJECT OR ANY OTHER PROJECT. REUSE ORREPRE Ascent Geomatics Solutions QC REVIEW o MODIFICATION, OF ANY UTILIZATION IF NOT A 8620 Wolff Ct APPROVED RANGE 63 WEST N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT Westminster, Colorado 80031 CLIENT PROJECT NO . m LEO M ATI CS $ 0 LU 110 NS I EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS CLIENT si DNAruRE DATE 6TH PRINCIPAL MERIDIAN SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE ASCENT PROJECT NO . TRC_B230001 T COUNTY, �T COLORADO n UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW WELD CO V 1V T I , I OLORADO EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : 1 " = 300' SHEET o. APPROVED 8 OF 9 LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SEC I I SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . WELD COUNTY , COLORADO SEC . COR. 10- 11 - 14-15 I // TJ �� R6 SW W /�/ \ �\ \ EXISTING LEGEND FOUND 30" NO . 6 REBAR , 3- 1 /4" ALUMINUM CAP / \ // GLO = 39 . 92 CH ( 2634. 71 ' ) ( R ) \ \ ALIQUOT CORNER FOUND OR SET AS DESCRIBED STAMPED "2008 , PLS 28258" / GLO = 39 . 92 CH ( 2634. 71 ) ( R ) \\ II N89 14 57 E 2668 . 46 ' ( M ) / N89 °15 ' 23 " E 2668 . 52 ' ( M ) - - - - - - - - - - - - - - - - - - - 4 SET MONUMENT AS DESCRIBED ii A EASEMENT AS REFERENCED ON SHEETS 1 -2 \ \/�l - - SECTION LINE OIL & GAS EQUIPMENT SEC . COR . 11 - 12- 13- 14 QUARTER SECTION LINE FENCE LIES 28 . 5 WEST 1 /4 COR SEC 11 - 14 \ FOUND 1 - 1 /2 PIPE , GOVERNMENT LOT LINE OF SECTION LINE FOUND 30" NO . 6 REBAR, \ � 3" ALUMINUM CAP 3- 1 /4" ALUMINUM CAP PROPOSED LEASE BOUNDARY (SEE NOTE 7) STAMPED "LS 4845" ( STAMPED "2008 , PLS 28258" � FENCE- 4 STRAND BARBED WIRE II 0 300' 600' I II DIRT OR TWO-TRACK ROAD AS SPECIFIED GRAPHIC SCALE : 1 " = 300' ( M ) MEASURED GRAVEL ROAD II ( R) RECORD (SEE NOTE NO . 5) ) I I I UI I II �1 � E1 / UW = � I II cVp U CV NWI /4 1 O (V to lb0 d- cv II Ow O Oj Z I II C7 at I II II � I 111 1 I 1i II II 1 /4 COR SEC 15- 14 SEC 14 1 /4 COR SEC 14- 13 EC 13 FOUND 1 - 1 /2" PIPE , FOUND 30" NO . 6 REBAR, I 3" ALUMINUM CAP 3E1 0 PLS 2 CAP T5N STAMPED " LS 4845" � 51\1 ][� �/�IrSTAMPED "2008 , PLS 28258" I b6 3J/ �/ II FENCE LIES 40 .2' WEST I AREA = 27, 830 , 228 SQ. FT. 638 . 894 ACRES 1 /- OF SECTION LINE II 11 I II I � i � jl SEC 15 / II II I I II 7 ' 5N R6 3 V l��j V I ► I o I I '—' I \ / / TWO-TRACK ROAD 1\ o g OIL & GAS EQUIPMEN\ /N- \ p Z \ O St \ \ ( N - - N 0 \� `_- - OIL & GAS EQUIPMENT / / \ N - � aa j - \\ GRAVEL ROAD 51/ \ v47 J // \\ / \ \ o PIPELINE ROW / \ o A301 REC . NO . 377973 j \ \\ t O no / Z I / SWI14 / \\ \ I / / SL 1 /497 \ \\ ^ \ l / •L 4 0 \ \ / W ) / / RECI NO 13537LINE 0 452 oi tJ tJ F III (I,I a SEC . COR. 15- 14-23-22 J� FOUND 1 - 1 /2" PIPE , 1/1/ 1 o 3" ALUMINUM CAP I 1 /4 COR SEC 14-23 fl • SEC . COR . 14- 13-24-23 0 STAMPED " LS 4845" FOUND 1 - 1 /2" PIPE , III FOUND 1 - 1 /2" PIPE 0 o FENCE LIES 0 . 8' SOUTH FENCE LIES 0 . 1 ' SOUTH 3" ALUMINUM CAP FENCE LIES 2 . 9' NORTH 3" ALUMINUM CAP M0 OF SECTION LINE I OF SECTION LINE STAMPED " LS 4845" OF SECTION LINE STAMPED " LS 4845" N .. .� � _ �. i a _ — — — — — — — — — GLO= 39 . 84 CH ( 2629 . 43 ) ( R ) - - - - - - - - - - - - - - - - GLO= 39 . 84 CH ( 2629 . 43' ) ( R ) - - - - - - - - - - / II S89 °53' 22" W 2559 . 09 ' ( M ) ail S89 36 11 W 2558 . 71 ( M ) � 23 ii o ii z ___ __ 7 ' 5N R6SW _____________ z o N0 . DATE : REV I S 1 ON DESCR I PT 1 ON NAME PREPARED BY : PFS SIGNATURE DATE COLORADO SAND COMPANY THIS AND ANY OTHER ELECTRONIC MEDIA 31 COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 P R 0 J E C T W PREPARED BY ASCENT GEOMATICS SOLUTIONS, LLC EXISTING CONDITIONS C FOR A DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED REPREWHOLE ORED TO IN PARTTEONUE TENSIONS OF THELE FOR REUSE N LAND SURVEY PLAT SEC . 14, TOWNSHIP 6 NORTH, 0 PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions QC REVIEW 0 MODIFICATION, OF ANY UTILIZATION IF NOT A 8620 Wolff Ct APPROVED RANGE 63 WEST N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT Westminster, Colorado 80031 CLIENT PROJECT NO . m EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS GEOMATICS SOLUJIONS 6TH PRINCIPAL MERIDIAN I CLIENT si eNAruRE DATE v SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE ASCENT PROJECT NO . TRC_B230001 COUNTY, �T COLORADO UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW WELD CO V 1V T I , I OLORADO a EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : 1 " = 300' sseeer o. 9 OF 9 APPROVED EXHIBIT "G" TYPICAL CROSSING DRAWING TYPICAL PIPELINE CROSSING 5' OF FROM MATT PIPE TO CL 5' OF FROM MATT PIPE TO CL 5' OF FROM MATT PIPE TO CL 5' OF FROM MATT PIPE TO CL GRADE wen ----was mow —as `.clil Sow- 1' AIR GAP 1' AIR GAP t �=�li. NM.=11�: �I�I�NM�Nf.=.�I�l�� N-rNf � � 3 —4 COVER x`-u�ll= ��— 1 I- 3 —4 COVER — �� ,o -is,--, �s s �,MN= ll�1=NM T — o ',�ri �1� �I ,I,�,F_ LLL t-- . i 1 1 PIPELINE 15' BETWEEN PIPELINE 1 PIPELINES 0 2.5' 5' SCALE : 1" = 5' 4, RC TRC ENVIRONMENTAL CORP. Ism coif Kvo., SUITf.. ISOL rw000, COS0d0I co FIRM Rf.GISTRATION ti1987111716AJ 003,439-5059 CAPWWORKING-TRD\D0753925\TYPICAL CROSSING AGREEMENT.DWG - 2024-09-09 Exhibit 39 Page 3 EXHIBIT 39-2 SETBACK AGREEMENT WITH DCP OPERATING COMPANY, LP Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: 10/15/2024 Colorado Sand Company ll,, tic 2001 Kirby Drive, Suite 360 Houston„ TX 77019 _Attention: Mt. LeWit D. flagenl,ock 6900 East Layton AN/0We Suite 900 Denver; CO. -80237 :. ubjen; frem Qil 8C. gas. -Assets RrppeSedKersey Mine.,nea.r !cpcpy.; cp. Deer Mr. Hagenlock, :The Colorado Sand Company 11,. LLC. eiCStn) is in the process of.permittfneb.,rit. e .purpose of cohstructin and operating a frac sand mine witfran. anticipated-prodOction life of O -proximately 20 -gears between 2025 and 2045 within an anticipated 6;25 contiguous 5ectiops- located approximately S miles East -Northeast of Kersey, Colorado in Section 34,1:6N, :R63 1.($.W and SE quarters) and Sections 2, 3,10,11,14, and 15 of 1-5N, R63W:of the 6th Prune! Meridian, as shown on Exhibit A. It is understood that.DCP Operating Company; LP tuDCP1, and its subsidiaries DCP Midstream LP ("DCP"}„. Duke Energy Field Services LP ("Duke. Energyn. an : Associated Natural Gas Corporation ("Associated NG"), overt and operate several pil add. as - related assets in the vicinity pf_the. inter:06d minin.ao:peratiart The assets--Identified-Et-ofthe date of this letter include: 2D' Pipeline Easements o. Section 10, T5N1 R63W NW1/4 and. SW1/4.=(DCP). D Rec. No. 3594653 :o Section 14, T5N,-R5W SE1/4(DCP) Rec. No, 3537452 :0 Section .15,T5N, R631N Entire Section (PCP) • Rec, Nos.. 3515967 and 35.56401 3.0'-..Pipelinelasements o Section 34, T6R,1R63W SE1 4. (DCP) Rec. N o.:3797974 Section 14,T5N,1R5WS 1 /4(DCP ., Rec. No, 37979..73 .5 '.Pipeline::Easesments- Section 34, T6N, R63W SW1/4 and SE1/4 (Duke Energy) • Rec. Nos. 3077384, and 3260959 Section 2; T5N, R63W NW1./4, SW1,/41 and SEIM. (Duke Energy) ti Rec. Nos. 3260959/ and 3077384 Section 3, T5N, R63W Entire Section (nuke Energy) -Rec. Nos. 3260959; 3077384, 3677377, and 301.6421 Section 1.0, T5N, R63W ,NE1/4 and SEIM (Duke Energy) * :Rec. Nos. 2924436, 31.19402, 3077384, and 2981170 o. Section 11 T5N, R63W N 14 and SWIM (Duke Energy) Rec, Nos. 3148021, 3077383, and 3260959 o ..:Section 15, T5N, R63W NW1/4 (Duke Energy) Rec. No. 3016422 R+ ceiver.Sjte Easements Lo ;Section 34t T6N, R63W SW1/4: and SEV4 (Dtike:-EnergY) It Rec. Nos. 3260959 and 3Q77-377 .6 'Section 2, T5N, R63W SE1/4- (Duke Energy) Rec.. No. 32699.59 :Section .3, T5N, R63W, SE1/4: (Dicke: Eneroy). a Rec. No4 3077384 _y, :Section 10, T5N, R63W SEIM Moke Energy) � Rec: No. 30'77334 Section -1.1, .T5N, R63W SW1/4 (Duke:Enetgla Rec. No. 326095.9 -.section 15, TSVii, R63 WW1/4 (DCP) :m Rec: Nei. 3594663 Th:ese-.assets 'are:within the; permit baundary as de.pl�tect l?yegShib4:E: :CSC and DCP have. discussed the planned rnirt`ogoporationi-a:n partiesareill agre!ement ,as. to to raining plat along these terms thinimUrrl of 50 Beet Will bat kept fronn any octivel . used :Shoring tines OWned:.:anel d pe-rated by DOP for the life of the mining op.er Lion tun.0l 00P neat $Other the _asset is no longer in use. - The sdstin rand, road will be: kept in its curr�en± location for the life. of theimine� - g � C.Stagree nomining 'rill co.mmehcernwithin the' OperAtiori'Corridor; s o: n in Exhibtt 13„.. without -fully expcutect tripatible Development ancl-SurfaceAgre ni nts between .C$C .and OCR: The parties agree -that if there is - Change to- eith.eriatR or 5 ).s plans ith..resped to their -assets or Mining raps -resoctiver on_ the discussed property, thai the parties will info.rm: each other of the change a.nd work in goad. faith to develop a ,plan that: alloys Toth parties.to continue:their rsespecttie b_usinOss operations to their niag rnurn benefit, .i1ereln 'expressecti this Jotter -agreement. in- not the `tferidtd totbitupatible: De.Veloptildr t and S r.ifa e- IJse°.:A,.greorrietit .. w is fltail( b -e f llyexecothd. ata later date. PCP se.peratirit or.tip ..nybo. IR Sipe :LewisD: 1-tagehlOck.a .Attaiiith lti Tact P -r ptp Name-= Olorado Sand Company:I,t4, Signed: RA.b. LC Pcinted Narigte: • A4acjime_titF„ da ibtt. Pt:'opps..ed lull tirtgl,pca#Q: l xh l :ft -13: yep. Qp.otating coliipapyStr.vet..0-:44�d: Proposed Mining Location 104.42872471738852 PROJECT LOCATION Kersey_ an+ _ ..E x hli b it. DCP IVIIda tdairn. Structtites ;abd ..Ea Site.tita PROPERTY DESCRIPTION : WELLS RANCH LLLP , A COLORADO LIMITED LIABILITY LIMITED PARTNERSHIP WHICH ACQUIRED TITLE AS LAND SURVEY PLAT WELLS RANCH , A COLORADO GENERAL PARTNERSHIP THE SOUTH HALF OF SECTION 34 , TOWNSHIP 6 NORTH , PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . RANGE 63 WEST OF THE 6TH P . M . ; SECTION 2 ; SECTION 3 ; SECTION 5 ; E 1 /2 OF SECTION 10 ; SECTION 11 ; is 20 2 2.2 73 24 19 20 21 UU SECTION 14 ; SECTION 15 ; TOWNSHIP 5 NORTH , RANGE 63 WEST , OF THE 6TH P . M . , AND WELLS RANCH LLLP , A SECTIONS 2 , 3 , 1 1 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . COLORADO LIMITED LIABILITY LIMITED PARTNERSHIP WHICH ACQUIRED TITLE AS WELLS RANCH , A COLORADO GENERAL PARTNERSHIP AND WELLS RANCH LLLP , A COLORADO LIMITED LIABILITY LIMITED PARTNERSHIP AND WELD COUNTY , COLORADO VEDA D . SCHAFER AND DARLA HILLMAN AND DEBRA MCLAWCHLIN AND RICHARD DENNIS KRAUSE AND CAROL 34 29 29 27 26 25 30 29' 28 27 LOUISE BRANDT AND RAYE ANN YAPP AND RAYMOND C . DRASBEK AND BUILDING FUND OF THE PORTLAND ELKS LODGE , B . P . O . E . NO . 142 AND JOHN LEMONDS AND BRANDI FLORES BRENTARI AND JOHN F . PREBISH AND _ _ _ - GERRY BRENTARI AND ROYCE E . DUNDAS AS TO THE W 1 /2 OF SECTION 10 , TOWNSHIP 5 NORTH , RANGE 63 SITE WEST, OF THE 6TH P . M AS THEIR INTERESTS MAY APPEAR . 31 32 33 3 t 32 3j. 34. SCHEDULE B2 EXCEPTIONS : SEC 34 1i6 04 01 06 05 04 03 THIS PROPERTY MAY BE SUBJECT TO THE TERMS , PROVISIONS , COVENANTS , CONDITIONS , T6N, R63W RESTRICTIONS , OBLIGATIONS AND RESERVATIONS CONTAINED IN THE FOLLOWING RECORDED (SHEET 3 ) INSTRUMENTS . ASCENT GEOMATICS SOLUTIONS RELIED UPON TITLE COMMITMENTS , AS LISTED BELOW , PREPARED BY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY FOR BOUNDARY AND EASEMENT SHEET INDEX : 07 a's 09 12 'Cl RB 09 10 INFORMATION . I I 1 . COVER PAGE - CERTIFICATES - SCHEDULE B-2 EXCEPTIONS 2 . SCHEDULE B-2 EXCEPTIONS STATE OF COLORADO BY AND THROUGH ITS STATE LAND DEPARTMENT, PER COMMITMENT FILE NO . 51/2 51 /2 3 . SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST FCC25208396-2 ; SEC 34 4 . SECTION 3 , TOWNSHIP 5 NORTH , RANGE 63 WEST iS 17 16 i i i 1615 T6N _ _ _ _ 5 . SECTION 10 , TOWNSHIP 5 NORTH , RANGE 63 WEST 1 . ANY FACTS, RIGHTS, INTERESTS, OR CLAIMS THEREOF , NOT SHOWN BY THE PUBLIC RECORDS BUT THAT COULD BE T5N 6 . SECTION 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST ASCERTAINED BY AN INSPECTION OF THE LAND OR THAT MAY BE ASSERTED BY PERSONS IN POSSESSION OF THE LAND . 7 . SECTION 2 , TOWNSHIP 5 NORTH , RANGE 63 WEST Fp aa�� 2y ry Y LAY' L. in 7 fl 21 22 2 . EASEMENTS, LIENS OR ENCUMBRANCES, OR CLAIMS THEREOF, NOT SHOWN BY THE PUBLIC RECORDS . I 8 . SECTION 11 , TOWNSHIP 5 NORTH , RANGE 63 WEST - - - - - 9 . SECTION 14 , TOWNSHIP 5 NORTH , RANGE 63 WEST SOUTH PLATTE _ 3. ANY ENCROACHMENT, ENCUMBRANCE, VIOLATION , VARIATION , OR ADVERSE CIRCUMSTANCE AFFECTING THE TITLE THAT j WOULD BE DISCLOSED BY AN ACCURATE AND COMPLETE LAND SURVEY OF THE LAND AND NOT SHOWN BY THE PUBLIC RECORDS . RIVER ER 4. ANY LIEN , OR RIGHT TO A LIEN , FOR SERVICES, LABOR OR MATERIAL HERETOFORE OR HEREAFTER FURNISHED, IMPOSED PROPOSED LEASE SEC 3 SEC 2 2. 28 27 BY LAW AND NOT SHOWN BY THE PUBLIC RECORDS . BOUNDARY T5N. R6 3 W T 5N, R6 SW 1 � g i 5. DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS , IF ANY, CREATED, FIRST APPEARING IN THE (SHEET 4 ) (SH ryEET / ) 1 32 33 14 35 36 3fl 3 3 ,1 PUBLIC RECORDS OR ATTACHING SUBSEQUENT TO THE EFFECTIVE DATE HEREOF BUT PRIOR TO THE DATE OF THE PROPOSED INSURED ACQUIRES OF RECORD FOR VALUE THE ESTATE OR INTEREST OR MORTGAGE THEREON COVERED BY THIS COMMITMENT . I 6. (A) TAXES OR ASSESSMENTS THAT ARE NOT SHOWN AS EXISTING LIENS BY THE RECORDS OF ANY TAXING AUTHORITY AREA TABLE : THAT LEVIES TAXES OR ASSESSMENTS ON REAL PROPERTY OR BY THE PUBLIC RECORDS ; ( B) PROCEEDINGS BY A PUBLIC AGENCY THAT MAY RESULT IN TAXES OR ASSESSMENTS , OR NOTICES OF SUCH PROCEEDINGS, WHETHER OR NOT SHOWN BY THE RECORDS _ _ _ _ _ SECTION AREA (ACRES) M/L VICINITY MAP OF SUCH AGENCY OR BY THE PUBLIC RECORDS . NOT TO SCALE T6N- R63W- PART OF 34 160.44 7 . (A) UNPATENTED MINING CLAIMS ; ( B) RESERVATIONS OR EXCEPTIONS IN PATENTS OR IN ACTS AUTHORIZING THE T5N- R63W-3 639 . 51 ISSUANCE THEREOF ; (C) WATER RIGHTS, CLAIMS OR TITLE TO WATER. T5N- R63W- 10 643 .35 8. EXISTING LEASES AND TENANCIES, IF ANY . T5N- R63W- 15 632 .45 SEC 10 SEC 11 GENERAL NOTES : 9. RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND TOWNSHIP LINES, AS ESTABLISHED BY THE T5N - R63W-2 638.95 BOARD OF COUNTY COMMISSIONERS FOR WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273 . (VACATED PER T5N, R63W T5N, R63W T5N - R63W- 11 643 .96 1 . BASIS OF BEARINGS : BEARINGS ARE ASSUMED AND BASED UPON THE BEARING OF N04° 39'27"W WELD COUNTYDOCUMENTREC. NO. 3441938, DOES NOTAFFECT) ( SHEET 5 ) ( SHEET 8 ) T5N- R63W- 14 638.89 BETWEEN THE SOUTHWEST CORNER OF SECTION 15 , T5N R63W, MONUMENTED BY A 1 - 1 /2" PIPE 10 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN AND 3" ALUMINUM CAP STAMPED " LS 4845" AND THE WEST 1 /4 CORNER OF SAID SECTION 15 , OVERALLAGREAGE 3997.56 MONUMENTED BY A 1 - 1 /2" STEEL PIPE AND 3" ALUMINUM CAP STAMPED " LS 7242" AS SHOWN ON UNITED STATES PATENT RECORDED FEBRUARY 25, 1913 IN BOOK 370 AT PAGE 454 . (DOES NOT AFFECT) SHEET 6 , HEREON . BEARINGS SHOWN ARE BASED ON COLORADO STATE PLANE NORTH 11 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN COORDINATES ( NAD83) . UNITED STATES PATENT RECORDED AUGUST 08, 1917 IN BOOK 461 AT PAGE 306 . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT.) _ _ 2 . UNIT OF MEASUREMENT: THE UNIT OF MEASUREMENT USED IN THIS SURVEY IS U . S . SURVEY FEET. 12 . RESERVATION OF ALL COAL AND THE RIGHT TO PROSPECT IN DEED RECORDED AUGUST 08, 1917 IN BOOK 461 AT PAGE PURSUANT TO C . R . C . 38-52 . 103(2 ) METRIC CONVERSION IS : ONE METER EQUALS 3937/ 1200 FEET . 306 . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT.) I DISTANCES ARE REPORTED AT GROUND . TO OBTAIN GRID DISTANCES MULTIPLY BY 0 .99974226 . 13 . OIL AND GAS LEASE RECORDED APRIL 22 , 1980 UNDER RECEPTION NO . 1822997 AND ANY AND ALL ASSIGNMENTS THEREOF , I 3 . STATUTE OF LIMITATIONS : NOTICE : ACCORDING TO COLORADO STATE LAW YOU MUST OR INTEREST THEREIN . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT.) I t COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS 14 . OIL AND GAS LEASE RECORDED APRIL 22 , 1980 UNDER RECEPTION NO . 1822999 AND ANY AND ALL ASSIGNMENTS THEREOF , SEC 15 P SEC 14 AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY OR INTEREST THEREIN . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT.) T5N, R63W T5N, R63W DEFECT IN THIS SURVEY BE COMMENCED MORE THAN 10 YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON . 15 . OIL AND GAS LEASE RECORDED MARCH 30, 1988 UNDER RECEPTION NO . 02136098 AND ANY AND ALL ASSIGNMENTS ( SHEET 6 ) (SHEET 9 ) THEREOF, OR INTEREST THEREIN . (AFFECTS SECTION 34, BLANKET IN NATURE, INSUFFICIENT INFORMATION TO PLOT.) 4 . TITLE COMMITMENT NOTE : THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY ASCENT ATERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE t GEOMATICS SOLUTIONS TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD . FOR ALL INFORMATION REGARDING EASEMENT, RIGHT-OF-WAYS , AND TITLE OF RECORD ASCENT RIGHT-OF-WAY GRANT RECORDED JANUARY 18, 1990 UNDER RECEPTION NO . 02203049. (PLOTTED, SHOWN HEREON) � 0 2000' 4000' GEOMATICS SOLUTIONS RELIED UPON INFORMATION PROVIDED BY OLD REPUBLIC NATIONAL ATERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE I TITLE INSURANCE COMPANY , RESEARCH FOR EASEMENTS , RIGHT-OF-WAYS , AND TITLE OF RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077377 . (PLOTTED, SHOWN GRAPHIC SCALE : 1 " = 2000' RECORD SHOULD BE DONE BEFORE ANY IMPROVEMENTS ARE PLANNED FOR THIS SITE . HEREON) 18 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE 5 . RECORD DISTANCES ARE SHOWN FROM GLO NOTES OF TOWNSHIP 6 NORTH , RANGE 63 WEST , RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077384 . (PLOTTED, SHOWN AND TOWNSHIP 5 NORTH , RANGE 63 WEST, 6TH PRICIPAL MERIDIAN , DATED OCTOBER 20 , 1870 HEREON) AND DECEMBER 20 , 1869 , RESPECTIVELY. 19 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE 6 . DATE OF SURVEY: THE FIELD WORK FOR THE SURVEY WAS COMPLETED ON DECEMBER 11 , 2023 . RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE RECORDED FEBRUARY 14, 2005 UNDER RECEPTION NO . 3260959 . (PLOTTED, 28 . RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND 41 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET 49. EXISTING LEASES AND TENANCIES, IF ANY. SHOWN HEREON) TOWNSHIP LINES , AS ESTABLISHED BY THE BOARD OF COUNTY COMMISSIONERS FOR FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273 . RESOLUTION RECORDED FEBRUARY 14, 2005 UNDER RECEPTION NO . 3260959 . (PLOTTED, SHOWN 50. RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND 7 . PROPOSED LEASE BOUNDARY AND SITE ENTRANCE PROVIDED BY CLIENT, DOCUMENTATION FOR 20. TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE VACATING PORTIONS OF WELD COUNTY ROADS RECORDED DECEMBER 14, 2006 UNDER HEREON) TOWNSHIP LINES , AS ESTABLISHED BY THE BOARD OF COUNTY COMMISSIONERS FOR THIS NOT COVERED IN TITLE . RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE RECORDED MARCH 29, 2006 UNDER RECEPTION NO . 3374183 . (DOES NOT RECEPTION NO . 3441938. (AFFECTS SECTIONS 2, 3, 10, 11, 14, AND 15. BLANKET IN NATURE. WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273 . (VACATED PER DID NOT PLOT.) 42 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET WELD COUNTY DOCUMENT REC. NO. 3441938, DOES NOT AFFECT) AFFECT) FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE 29 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE RECORDED MARCH 29, 2006 UNDER RECEPTION NO . 3374183. (DOES NOT AFFECT) 51 . UNION PACIFIC RAILROAD COMPANY RESERVATIONS OF ALL OIL, COAL AND OTHER 21 . TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF AGREEMENT UNITED STATES, AS RESERVED IN UNITED STATES PATENT RECORDED DECEMBER 19, 1913 MINERALS; THE RIGHT TO PROSPECT AND MINE ; THE RIGHT OF INGESS , EGRESS AND RECORDED APRIL 03, 2007 UNDER RECEPTION NO . 3466104 AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 AND IN BOOK 385 AT PAGE 542 . (AFFECTS SECTION 2. BLANKET IN NATURE. DID NOT PLOT.) 43 . MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . REGRESS ; THE RIGHT TO MAINTAIN AND OPERATE ITS RAILROADS IN ITS PRESENT FORM SURVEYORS STATEMENT : AMENDED DECEMBER 14, 2015 UNDER RECEPTION NO . 4165104 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT PLOT.) OF CONSTRUCTION AND TO MAKE ANY CHANGE IN THE FORM OF CONSTRUCTION OR I , BRANDON A. MOSER , A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO DO PLOT.) 30. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE METHOD OF OPERATION OF SAID RAILROAD; AS STATED IN WARRANTY DEED RECORDED HEREBY STATE THAT THE SURVEY (AS DEFINED IN 12-25-202(6)(A) , C . R .S ) AND THIS RESULTING PLAT WAS UNITED STATES, AS RESERVED IN UNITED STATES PATENT RECORDED JANUARY 19, 1915 44 . TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN APRIL 7, 1916 IN BOOK 445 AT PAGE 24 . (AFFECTS SECTIONS 3, 11, AND 15. BLANKET IN MADE UNDER MY RESPONSIBLE CHARGE AND IS IN ACCORDANCE WITH APPLICABLE STANDARDS OF 22 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED AUGUST 15, 2007 IN BOOK 396 AT PAGE 472 . (AFFECTS SECTION 2. BLANKET IN NATURE. DID NOT PLOT.) MEMORANDUM OF AGREEMENT RECORDED APRIL 03, 2007 UNDER RECEPTION NO . 3466104 NATURE. DID NOT PLOT.) UNDER RECEPTION NO . 3497279. (AFFECTS SECTION 34, T6N, R63WAND SECTIONS 2, 3, 10, 11, 14, T5N, R63W. BLANKET IN NATURE. AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 AND AMENDED PRACTICE AND THAT THE MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THAT THIS PLAT AND THE 31 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE DECEMBER 14, 2015 UNDER RECEPTION NO . 4165104. (AFFECTS ALL SUBJECT SECTIONS. 52 . TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET NOTES SHOWN HEREON ACCURATELY REPRESENTS SAID SURVEY TO THE BEST OF MY KNOWLEDGE , DID NOT PLOT.) UNITED STATES, AS RESERVED IN UNITED STATES PATENT RECORDED OCTOBER 31 , 1921 BLANKET IN NATURE. DID NOT PLOT.) FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT RECORDED JANUARY 18, 1990 IN BOOK 595 AT PAGE 400. (AFFECTS SECTION 2. BLANKET IN NATURE. DID NOT PLOT.) UNDER RECEPTION NO . 02203049. (PLOTTED, SHOWN HEREON) INFORMATION AND BELIEF . THIS STATEMENT IS NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED 23. MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. 45 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY OR IMPLIED . BLANKET IN NATURE. DID NOT PLOT) 32 . TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN INSTRUMENT RECORDED AUGUST 15, 2007 UNDER RECEPTION NO . 3497279 . (AFFECTS 53. REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY RESOLUTION RECORDED SEPTEMBER 28, 1931 UNDER RECEPTION NO . 630211 . (AFFECTS SECTION 34, T6N, R63WAND SECTIONS 2, 3, 10, 11 , 14, T5N, R63W. BLANKET IN NATURE. DID INSTRUMENT RECORDED MAY 28, 2002 UNDER RECEPTION NO . 2955126 . (AFFECTS 24. TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF SURFACE DAMAGE TOWNSHIP 5 NORTH, RANGE 63 WEST. BLANKET IN NATURE. DID NOT PLOT.) OT PLOT.) SECTION 3. BLANKET IN NATURE. DID NOT PLOT.) AND RELEASE AGREEMENT RECORDED JULY 20, 2011 UNDER RECEPTION NO . 3781009 . (AFFECTS SECTION 34. BLANKET IN NATURE. DID NOT PLOT) 33. OIL AND GAS LEASE RECORDED APRIL 22 , 1980 UNDER RECEPTION NO . 1822997 AND 46 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET 54. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN . (AFFECTS SECTION 34, FORTH AND GRANTED IN RIGHT OF WAY AND EASEMENT RECORDED AUGUST 21 , 2008 FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT RECORDED DECEMBER 19, 2002 INSUFFICIENT INFORMATION TO PLOT.) U DER RECEPTION NO . 3573700 . (PLOTTED, SHOWN HEREON) UNDER RECEPTION NO . 3016421 . (PLOTTED, SHOWN HEREON) 25. TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE RECORDED OCTOBER 11 , 2011 UNDER RECEPTION NO . 3797974 . (PLOTTED, 34. OIL AND GAS LEASE RECORDED APRIL 22 , 1980 UNDER RECEPTION NO . 1822999 AND 47 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET o SHOWN HEREON) ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN . (AFFECTS SECTION 34, FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT RECORDED MAY 09, 2016 UNDER 55. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET INSUFFICIENT INFORMATION TO PLOT.) RECEPTION NO . 4201578. (PLOTTED, SHOWN HEREON) FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE 0 26. TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077377. (PLOTTED, SHOWN HEREON) 9 RIGHT-OF-WAY GRANT RECORDED SEPTEMBER 30, 2015 UNDER RECEPTION NO . 4146283 . NOTE : THE FOLLOWING NOTICES 35. OIL AND GAS LEASE RECORDED MARCH 30, 1988 UNDER RECEPTION NO . 02136095 48 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET 3 PURSUANT TO CRS 9-1 .5-103 CONCERNING UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK AND RECORDER. THESE AND ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN . (AFFECTS SECTION 2, FORTH AND GRANTED IN GRANT OF RIGHT-OF-WAY RECORDED FEBRUARY 19, 2020 UNDER 56. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET N STATEMENTS ARE GENERAL AND DO NOT NECESSARILY GIVE NOTICE OF UNDERGROUND FACILITIES WITHIN THE SUBJECT INSUFFICIENT INFORMATION TO PLOT.) RECEPTION NO . 4567442 AND AMENDED JUNE 11 , 2020 UNDER RECEPTION NO . 4598079. FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE I NOTE : THE FOLLOWING NOTICES PURSUANT TO CRS 9-1 .5-103 CONCERNING RECORDED JUNE 25, 2003 UNDER RECEPTION NO . 3077384. (PLOTTED, SHOWN HEREON) PROPERTY : (A) MOUNTAIN BELL TELEPHONE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705. (B ) WESTERN 36. OIL AND GAS LEASE RECORDED DECEMBER 05, 1991 UNDER RECEPTION NO . UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK AND RECORDER. THESE SLOPE GAS COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . 1919757 . (C) ASSOCIATED NATURAL GAS, INC . RECORDED w02271240 AND ANY AND ALL ASSIGNMENTS THEREOF , OR INTEREST THEREIN . (AFFECTS STATEMENTS ARE GENERAL AND DO NOT NECESSARILY GIVE NOTICE OF UNDERGROUND A TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED OCTOBER 1 , 1984 AT RECEPTION NO . 1983584 AND RECORDED MARCH 3, SECTION 2, INSUFFICIENT INFORMATION TO PLOT.) FACILITIES WITHIN THE SUBJECT PROPERTY : (A) MOUNTAIN BELL TELEPHONE COMPANY, FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE al 1988 AT RECEPTION NO . 2132709 AND RECORDED APRIL 10, 1989 AT RECEPTION NO . 2175917 . (D) PANHANDLE EASTERN PIPE LINE RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705 . (B) WESTERN SLOPE GAS RECORDED FEBRUARY 14, 2005 UNDER RECEPTION NO . 3260959. (PLOTTED, SHOWN COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870756 AND RECORDED JUNE 26, 1986 AT RECEPTION NO . 2058722 . (E) 37. OIL AND GAS LEASE RECORDED OCTOBER 15, 2002 UNDER RECEPTION NO . COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . 1919757. (C) ASSOCIATED HEREON.) COLORADO INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784. (F ) UNION RURAL ELECTRIC 2996355 AND ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN . (AFFECTS NATURAL GAS, INC . , RECORDED JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION NO . 1871004. (G ) WESTERN GAS SUPPLY COMPANY, RECORDED SECTION 2. INSUFFICIENT INFORMATION TO PLOT.) OCTOBER 1 , 1984 AT RECEPTION NO . 1983584 AND RECORDED MARCH 3, 1988 AT EXCEPTIONS CONTINUED ON SHEET 2 a APRIL 2 , 1985 AT RECEPTION NO . 2004300 . ( H ) PUBLIC SERVICE COMPANY OF COLORADO, RECORDED NOVEMBER 9, 1981 AT RECEPTION NO . 2132709 AND RECORDED APRIL 10, 1989 AT RECEPTION NO . 2175917 . (D ) RECEPTION NO . 1874084 . ( I ) ST. VRAIN SANITATION DISTRICT, RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975. (J ) LEFT 38. OIL AND GAS LEASE RECORDED OCTOBER 17, 2002 UNDER RECEPTION NO . PANHANDLE EASTERN PIPE LINE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION o HAND WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977 . ( K) UNITED POWER, INC . , RECORDED JANUARY 24, 2996981 AND ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN . (AFFECTS NO . 1870756 AND RECORDED JUNE 26, 1986 AT RECEPTION NO . 2058722 . (E ) COLORADO M SECTION 2, INSUFFICIENT INFORMATION TO PLOT.) INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784. (F ) ml 1991 AT RECEPTION NO . 2239296 . ( L) WIGGINS TELEPHONE ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . UNION RURAL ELECTRIC ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION V ( ITEMS 8 THROUGH 26 AFFECT SECTION 34) . (PLOTTED, SHOWN HEREON.) 39. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS NO . 1871004 . (G ) WESTERN GAS SUPPLY COMPANY, RECORDED APRIL 2 , 1985 AT ET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE RECEPTION NO . 2004300. (H ) PUBLIC SERVICE COMPANY OF COLORADO , RECORDED 27. EXISTING LEASES AND TENANCIES, IF ANY . SITE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077384. (PLOTTED, SHOWN NOVEMBER 9, 1981 AT RECEPTION NO . 1874084. ( I ) ST . VRAIN SANITATION DISTRICT, HEREON) RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975 . (J ) LEFT HAND WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977. (K) UNITED POWER, 40. OIL AND GAS LEASE RECORDED MARCH 16, 2004 UNDER RECEPTION NO . 3162341 AND INC . , RECORDED JANUARY 24, 1991 AT RECEPTION NO . 2239296 . (L) WIGGINS TELEPHONE ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN . (AFFECTS SECTION 2, ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . (PLOTTED, o INSUFFICIENT INFORMATION TO PLOT.) SHOWN HEREON) 0 a z Y N0 . DATE : REVISION DESCRIPTION NAME PFS SIGNATURE DATE oPREPARED BY : THIS O AND ANY OTHER MN IA PROJECT Vv' COLORADO SAND COMPANY 31 COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 PREPARED BY ASCENT GEOMATICS SOLUTIONS. LLC EXISTING CONDITIONS o FOR A DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED j REPRESENTED TO BE SUITABLE FOR REUSE IN LAND SURVEY PLAT WHOLE OR IN PART ON EXTENSIONS OF THE QC REVIEW 0 PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions 0 o MODIFICATION, OF ANY UTILIZATION IF NOT A 8620 WolffCt APPROVED CLIENT PROJECT NO . N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT Westminster, Colorado 80031 m EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS GEDMATICS SOLUTI INS I SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE CLIENT SIGNATURE DATE V ASCENT PROJECT NO . B23 .TRC . 0001 UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : AS-SHOWN SHEET NO. APPROVED 1 OF 9 LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . WELD COUNTY , COLORADO 94. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES 130 . OIL AND GAS LEASE RECORDED APRIL 22, 1980 UNDER RECEPTION NO . 1822997 AND ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST 58 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED AUGUST 15, 2007 UNDER PATENT RECORDED MARCH 07, 1921 IN BOOK 595 AT PAGE 284 . (AFFECTS SECTION 10. BLANKET IN NATURE. DID NOT PLOT) THEREIN . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT) RECEPTION NO . 3497279 . (AFFECTS SECTION 34, T6N, R63WAND SECTIONS 2, 3, IQ 11, 14, T5N, R63W. BLANKET IN NATURE. DID NOT PLOT) 95. OIL AND GAS LEASE RECORDED APRIL 22 , 1980 UNDER RECEPTION NO . 1822999 AND ANY AND ALL ASSIGNMENTS THEREOF , OR INTEREST 131 . OIL AND GAS LEASE RECORDED APRIL 22, 1980 UNDER RECEPTION NO . 1822999 AND ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST 59 . MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. THEREIN . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT.) THEREIN . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT) DID NOT PLOT) 96. OIL AND GAS LEASE RECORDED APRIL 22 , 1980 UNDER RECEPTION NO . 1822997 AND ANY AND ALL ASSIGNMENTS THEREOF , OR INTEREST 132 . OIL AND GAS LEASE RECORDED MARCH 30, 1988 UNDER RECEPTION NO . 02136097 AND ANY AND ALL ASSIGNMENTS THEREOF , OR 60 . TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS ASSET FORTH IN MEMORANDUM OF AGREEMENT RECORDED APRIL 03, THEREIN . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT.) INTEREST THEREIN . (AFFECTS SECTION 14, INSUFFICIENT INFORMATION TO PLOT) 2007 UNDER RECEPTION NO . 3466104 AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 AND AMENDED DECEMBER 14, 2015 INT ER RECEPTION NO . 4165104. (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT PLOT ) 97. OIL AND GAS LEASE RECORDED MARCH 30, 1988 UNDER RECEPTION NO . 02136096 AND ANY AND ALL ASSIGNMENTS THEREOF, OR 133 . OIL AND GAS LEASE RECORDED DECEMBER 05, 1991 UNDER RECEPTION NO . 02271237 AND ANY AND ALL ASSIGNMENTS THEREOF , OR INTEREST THEREIN . (AFFECTS SECTION 10, INSUFFICIENT INFORMATION TO PLOT.) INTEREST THEREIN . (AFFECTS SECTION 14, INSUFFICIENT INFORMATION TO CLOT ) TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY NT WITH RECEIVER/VALVE SITE RECORDED NOVEMBER 07, 2007 UNDER RECEPTION NO . 3515967 . (PLOTTED, SHOWN HEREON) tNT TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 134 . OIL AND GAS LEASE RECORDED DECEMBER 01 , 2003 UNDER RECEPTION NO . 3130700 AND ANY AND ALL ASSIGNMENTS THEREOF, OR NT RECORDED FEBRUARY 12 , 2002 UNDER RECEPTION NO . 2924436. (PLOTTED, SHOWN HEREON) INTEREST THEREIN . (AFFECTS SECTION 14, BLANKET IN NATURE. DID NOT PLOT.) TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY NT RECORDED SEPTEMBER 30, 2015 UNDER RECEPTION NO . 4146283 . (PLOTTED, SHOWN HEREON) TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 135 . TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY WITH RECEIVER/VALVE SITE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077384. (PLOTTED, SHOWN HEREON) GRANT WITH RECEIVER/VALVE SITE RECORDED MARCH 29, 2006 UNDER RECEPTION NO . 3374183 . (DOES NOTAFFECT) TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY NT RECORDED MAY 09, 2016 UNDER RECEPTION NO . 4201578 . (PLOTTED, SHOWN HEREON) aT TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 136 . TERMS , CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN LONG-TERM ROAD MAINTENANCE AND IMPROVEMENTS RECORDED AUGUST 26, 2002 UNDER RECEPTION NO . 2981170. (PLOTTED, SHOWN HEREON) AGREEMENT RECORDED NOVEMBER 30, 2006 UNDER RECEPTION NO . 3438390 . (AFFECTS SECTIONS 14 AND 5, INSUFFICIENT INFORMATION TO TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY PLOT) RECORDED MAY 09, 2016 UNDER RECEPTION NO . 4201585 . NOTE : THE FOLLOWING NOTICES PURSUANT TO CRS 9-1 . 5- 103 CONCERNING 101 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK AND RECORDER . THESE STATEMENTS ARE GENERAL AND DO NOT T RECORDED OCTOBER 22 , 2003 UNDER RECEPTION NO . 3119402 . (PLOTTED, SHOWN HEREON) 137 . TERMS , CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF AGREEMENT RECORDED APRIL 03, NECESSARILY GIVE NOTICE OF UNDERGROUND FACILITIES WITHIN THE SUBJECT PROPERTY: (A) MOUNTAIN BELL TELEPHONE COMPANY, 2007 UNDER RECEPTION NO . 3466104 AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 AND AMENDED DECEMBER 14, 2015 RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705. (B ) WESTERN SLOPE GAS COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . 102 . MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. UNDER RECEPTION NO . 4165104 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT PLOT.) 1919757 . (C) ASSOCIATED NATURAL GAS, INC . , RECORDED JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED OCTOBER 1 , 1984 AT DID NOT PLOT.) RECEPTION NO . 1983584 AND RECORDED MARCH 3, 1988 AT RECEPTION NO . 2132709 AND RECORDED APRIL 10, 1989 AT RECEPTION NO . 138 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED AUGUST 15, 2007 UNDER 2175917 . (D ) PANHANDLE EASTERN PIPE LINE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870756 AND RECORDED JUNE 26, 103 . OIL AND GAS LEASE RECORDED MARCH 11 , 2008 UNDER RECEPTION NO . 3540871 AND ANY AND ALL ASSIGNMENTS THEREOF , OR RECEPTION NO . 3497279 . (AFFECTS SECTION 34, T6N, R63WAND SECTIONS 2, 3, 10, 11, 14, T5N, R63W. BLANKET IN NATURE. DID NOT PLOT.) 1986 AT RECEPTION NO . 2058722 . ( E) COLORADO INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784. (F ) I TEREST THEREIN . (AFFECTS SECTION 10.) UNION RURAL ELECTRIC ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION NO . 1871004. (G ) WESTERN GAS SUPPLY COMPANY, 139 . THE EFFECT OF USR-1562 MAP , RECORDED NOVEMBER 20, 2007, UNDER RECEPTION NO . 3518475 . (DOES NOT AFFECT) RECORDED APRIL 2, 1985 AT RECEPTION NO . 2004300. (H ) PUBLIC SERVICE COMPANY OF COLORADO , RECORDED NOVEMBER 9, 1981 AT 104 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS ABS EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECEPTION NO . 1874084 . ( 1 ) ST. VRAIN SANITATION DISTRICT, RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975. (J ) LEFT HAND T WITH RECEIVER/VALVE SITE RECORDED DECEMBER 12, 2008 UNDER RECEPTION NO . 3594663 . (PLOTTED, SHOWN HEREON) 140. REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED DECEMBER 21 , 2007 UNDER WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977 . ( K) UNITED POWER, INC . , RECORDED JANUARY 24, 1991 AT RECEPTION NO . 3525268 . (AFFECTS SECTION 14. BLANKET IN NATURE. DID NOT PLOT) RECEPTION NO . 2239296 . ( L) WIGGINS TELEPHONE ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . (PLOTTED, SHOWN 105 . TERMS, CONDITIONS, PROVISIONS , BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF SURFACE DAMAGE AND RELEASE HEREON) AGREEMENT RECORDED NOVEMBER 18, 2010 UNDER RECEPTION NO . 3733247. (AFFECTS SECTION 10. BLANKET IN NATURE. DID NOT PLOT.) 141 . MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. OR OT PLOT) 65 . EXISTING LEASES AND TENANCIES, IF ANY . 106 . TERMS, CONDITIONS, PROVISIONS , BURDENS AND OBLIGATIONS ASSET FORTH IN MEMORANDUM OF SURFACE DAMAGE AND RELEASE AGREEMENT RECORDED JULY 27, 2010 UNDER RECEPTION NO . 3707700. (AFFECTS SECTION 10. BLANKET IN NATURE. DID NOT PLOT.) TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN NON-EXCLUSIVE PIPELINE 66 . RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND TOWNSHIP LINES, AS ESTABLISHED BY THE BOARD OF T-OF-WAY GRANT RECORDED FEBRUARY 26, 2008 UNDER RECEPTION NO . 3537452 . (PLOTTED, SHOWN HEREON) COUNTY COMMISSIONERS FOR WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273. (VACATED PER WELD COUNTY 107 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED MAY 17, 2013 UNDER RECEPTION DOCUMENT REC. NO. 3441938, DOES NOT AFFECT) NO . 3932986 . (AFFECTS SECTION 10. BLANKET IN NATURE. DID NOT PLOT.) TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT RECORDED OCTOBER 11 , 2011 UNDER RECEPTION NO . 3797973 . NOTE : THE FOLLOWING NOTICES PURSUANT TO CRS 9-1 .5-103 67 . UNION PACIFIC RAILROAD COMPANY RESERVATIONS OF ALL OIL, COAL AND OTHER MINERALS; THE RIGHT TO PROSPECT AND MINE; THE 108 . TERMS, CONDITIONS, PROVISIONS , BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF AGREEMENT RECORDED APRIL 03, CONCERNING UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK AND RECORDER. THESE STATEMENTS ARE GENERAL AND DO RIGHT OF INGESS , EGRESS AND REGRESS; THE RIGHT TO MAINTAIN AND OPERATE ITS RAILROADS IN ITS PRESENT FORM OF CONSTRUCTION 2007 UNDER RECEPTION NO . 3466104 AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 ABS AMENDED DECEMBER 14, 2015 NOT NECESSARILY GIVE NOTICE OF UNDERGROUND FACILITIES WITHIN THE SUBJECT PROPERTY: (A) MOUNTAIN BELL TELEPHONE COMPANY, AND TO MAKE ANY CHANGE IN THE FORM OF CONSTRUCTION OR METHOD OF OPERATION OF SAID RAILROAD; AS STATED IN WARRANTY DEED UNDER RECEPTION NO . 4165104 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT PLOT) RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705 . (B ) WESTERN SLOPE GAS COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . RECORDED FEBRUARY 16, 1901 IN BOOK 183 AT PAGE 74 . RESOLUTION VACATING PORTIONS OF WELD COUNTY ROADS RECORDED DECEMBER 1919757 (C) ASSOCIATED NATURAL GAS, INC . , RECORDED JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED OCTOBER 1 , 1984 AT AAA 14, 2006 UNDER RECEPTION NO . 3441938 . (DOES NOT AFFECT) 109 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECEPTION NO . 1983584 AND RECORDED MARCH 3, 1988 AT RECEPTION NO . 2132709 AND RECORDED APRIL 10, 1989 AT RECEPTION NO . T RECORDED SEPTEMBER 30, 2015 UNDER RECEPTION NO . 4146283 . (PLOTTED, SHOWN HEREON) 2175917 . (D) PANHANDLE EASTERN PIPE LINE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870756 AND RECORDED JUNE 26, 68 . OIL AND GAS LEASE RECORDED SEPTEMBER 20, 1983 UNDER RECEPTION NO . 01941052 AND ANY ABS ALL ASSIGNMENTS THEREOF, OR 1986 AT RECEPTION NO . 2058722 . (E) COLORADO INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784 . (F ) INTEREST THEREIN . (DOES NOT AFFECT) UNION RURAL ELECTRIC ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION NO . 1871004 . (G ) WESTERN GAS SUPPLY COMPANY, 110 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECORDED APRIL 2 , 1985 AT RECEPTION NO . 2004300 . ( H ) PUBLIC SERVICE COMPANY OF COLORADO, RECORDED NOVEMBER 9, 1981 AT 69 . TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN SURFACE OWNER'S AGREEMENT RECORDED GRANT RECORDED MAY 09, 2016 UNDER RECEPTION NO . 4201578. NOTE : THE FOLLOWING NOTICES PURSUANT TO CRS 9- 1 . 5-103 CONCERNING RECEPTION NO . 1874084 . ( 1 ) ST. VRAIN SANITATION DISTRICT, RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975. (J ) LEFT HAND OCTOBER 22 , 1984 UNDER RECEPTION NO . 01985811 . (DOES NOTAFFECT) UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK AND RECORDER . THESE STATEMENTS ARE GENERAL AND DO NOT WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977 . (K) UNITED POWER, INC . , RECORDED JANUARY 24 , 1991 AT NECESSARILY GIVE NOTICE OF UNDERGROUND FACILITIES WITHIN THE SUBJECT PROPERTY : (A) MOUNTAIN BELL TELEPHONE COMPANY, RECEPTION NO . 2239296 . (L) WIGGINS TELEPHONE ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . ( ITEMS 125 70 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN EASEMENT RECORDED RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705 . (B) WESTERN SLOPE GAS COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . THROUGH 143 AFFECT SECTION 14) (AFFECTS SECTION 14. INSUFFICIENT INFORMATION TO PLOT A-L.) APRIL 12 , 1988 UNDER RECEPTION NO . 02137577 . (DOES NOTAFFECT) 1919757. (C) ASSOCIATED NATURAL GAS, INC . , RECORDED JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED OCTOBER 1 , 1984 AT RECEPTION NO . 1983584 ABS RECORDED MARCH 3, 1988 AT RECEPTION NO . 2132709 ABS RECORDED APRIL 10, 1989 AT RECEPTION NO . 144 . EXISTING LEASES AND TENANCIES, IF ANY. 71 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 2175917 . (D) PANHANDLE EASTERN PIPE LINE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870756 AND RECORDED JUNE 26, GRANT RECORDED SEPTEMBER 23, 1988 UNDER RECEPTION NO . 02156541 . (DOES NOTAFFECT) 1986 AT RECEPTION NO . 2058722 . (E) COLORADO INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784 . (F) 145 . RIGHT OF WAY FOR COUNTY ROADS 999554O5 EITHER SIDE OF SECTION AND TOWNSHIP LINES , AS ESTABLISHED BY THE BOARD OF UNION RURAL ELECTRIC ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION NO . 1871004 . (G ) WESTERN GAS SUPPLY COMPANY, COUNTY COMMISSIONERS FOR WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273. RESOLUTION VACATING PORTIONS OF 72 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECORDED APRIL 2 , 1985 AT RECEPTION NO . 2004300 . (H ) PUBLIC SERVICE COMPANY OF COLORADO, RECORDED NOVEMBER 9, 1981 AT WELD COUNTY ROADS RECORDED DECEMBER 14, 2006 UNDER RECEPTION NO . 3441938 . (DOES NOTAFFECT) GRANT RECORDED MARCH 28, 1989 UNDER RECEPTION NO . 02174643 . (DOES NOT AFFECT) RECEPTION NO . 1874084. ( 1 ) ST . VRAIN SANITATION DISTRICT, RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975 . (J) LEFT HAND WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977. (K) UNITED POWER, INC . , RECORDED JANUARY 24, 1991 AT 146 . UNION PACIFIC RAILROAD COMPANY RESERVATIONS OF ALL OIL, COAL AND OTHER MINERALS; THE RIGHT TO PROSPECT AND MINE ; THE 73. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH ABS GRANTED IN PIPELINE RIGHT-OF-WAY RECEPTION NO . 2239296. (L) WIGGINS TELEPHONE ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . (PLOTTED, SHOWN RIGHT OF INGESS, EGRESS AND REGRESS ; THE RIGHT TO MAINTAIN AND OPERATE ITS RAILROADS IN ITS PRESENT FORM OF CONSTRUCTION GRANT RECORDED JANUARY 03, 1992 UNDER RECEPTION NO . 02274082 . (DOES NOT AFFECT) HEREON) AND TO MAKE ANY CHANGE IN THE FORM OF CONSTRUCTION OR METHOD OF OPERATION OF SAID RAILROAD; AS STATED IN WARRANTY DEED RECORDED APRIL 7, 1916 IN BOOK 445 AT PAGE 24. (AFFECTS 5000005 9, 11, 15. 5450004 10 NATURE. DID 004040T( 74 . TERMS, CONDITIONS , PROVISIONS, BURDENS ABS OBLIGATIONS AS SET FORTH IN SURFACE OWNER'S AGREEMENT RECORDED 111 . EXISTING LEASES ABS TENANCIES, IF ANY. FEBRUARY 02 , 1995 UNDER RECEPTION NO . 2425343 . (DOES NOTAFFECT) 147 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED MAY 28, 2002 UNDER RECEPTION 112 . RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION ABS TOWNSHIP LINES, AS ESTABLISHED BY THE BOARD OF N . 2955118 . (AFFECTS SECTION 15, BLANKET IN NATURE. DID NOT PLOT.) 75 . TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN SURFACE OWNER'S AGREEMENT RECORDED MARCH COUNTY COMMISSIONERS FOR WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273 . RESOLUTION VACATING PORTIONS OF GOT 23, 1995 UNDER RECEPTION NO . 2431272 . (DOES NOT AFFECT) WELD COUNTY ROADS RECORDED DECEMBER 14, 2006 UNDER RECEPTION NO . 3441938 . (DOES NOT AFFECT) 148 . TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY T RECORDED DECEMBER 19, 2002 UNDER RECEPTION NO . 3016422 . (PLOTTED, SHOWN HEREON) 76 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH ABS GRANTED IN PIPELINE RIGHT-OF-WAY 113 . UNION PACIFIC RAILROAD COMPANY RESERVATIONS OF ALL OIL, COAL AND OTHER MINERALS ; THE RIGHT TO PROSPECT AND MINE; THE GRANT RECORDED NOVEMBER 22, 1995 UNDER RECEPTION NO . 2464800 . (DOES NOT AFFECT) RIGHT OF INGESS, EGRESS AND REGRESS; THE RIGHT TO MAINTAIN AND OPERATE ITS RAILROADS IN ITS PRESENT FORM OF CONSTRUCTION 149 . TERMS , CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN LONG-TERM ROAD MAINTENANCE AND IMPROVEMENT AND TO MAKE ANY CHANGE IN THE FORM OF CONSTRUCTION OR METHOD OF OPERATION OF SAID RAILROAD; AS STATED IN WARRANTY DEED AGREEMENT RECORDED NOVEMBER 30, 2006 UNDER RECEPTION NO . 3438390 . (AFFECTS SECTIONS 14, 15, INSUFFICIENT INFORMATION TO 77 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECORDED APRIL 7, 1916 IN BOOK 445 AT PAGE 24 . (AFFECTS 5000005 5, 11 , 15. BLANKET IN NATURE. DID NOT PLOT.) PLOT) GRANT RECORDED DECEMBER 18, 2001 UNDER RECEPTION NO . 2909764 . (DOES NOT AFFECT) 114 . TERMS, CONDITIONS, PROVISIONS , BURDENS AND OBLIGATIONS AS SET FORTH IN SURFACE OWNER'S AGREEMENT RECORDED JUNE 04, 150 . TERMS , CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF AGREEMENT RECORDED APRIL 03, 78 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED MAY 28, 2002 UNDER RECEPTION 1982 UNDER RECEPTION NO . 01893682 . (INSUFFICIENT INFORMATION TO PLOT) 2007 UNDER RECEPTION NO . 3466104 AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 AND AMENDED DECEMBER 14, 2015 NO . 2955129 . (DOES NOT AFFECT) UNDER RECEPTION NO . 4165104 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT PLOT.) 115 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED MAY 28, 2002 UNDER RECEPTION 79 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY NO . 2955116 . (AFFECTS SECTION 11 . BLANKET IN NATURE. DID NOT PLOT.) 151 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED AUGUST 15, 2007 UNDER GRANT RECORDED JUNE 06, 2002 UNDER RECEPTION NO . 2958625 . (DOES NOT AFFECT) R CEPTION NO . 3497279 . (AFFECTS SECTION 34, T6N, R63W AND 5000005 9, 3, IQ 11, 14, 490, R63W. BLANKET IN NATURE. DID NOT PLOT.) 116 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 80. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY T WITH RECEIVER/VALVE SITE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077383 . (PLOTTED, SHOWN HEREON) 152 . TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT RECORDED AUGUST 26, 2002 UNDER RECEPTION NO . 2981171 . (DOES NOTAFFECT) GRANT WITH RECEIVER/VALVE SITE RECORDED NOVEMBER 07, 2007 UNDER RECEPTION NO . 3515967 . (AFFECTS SECTIONS 3AND 15.) 117 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 81 . TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN ROAD EASEMENT T RECORDED JANUARY 27, 2004 UNDER RECEPTION NO . 3148021 . (PLOTTED, SHOWN HEREON) 153 . THE EFFECT OF USR-1562 MAP , RECORDED NOVEMBER 20, 2007, UNDER RECEPTION NO . 3518475 . (DOES NOT AFFECT) iNT ORNED AUGUST 26, 2002 UNDER RECEPTION NO . 2981177. (DOES NOT AFFECT) 118 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS ASSET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 154. MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. 545000410054000. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH ABS GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE RECORDED MARCH 29, 2006 UNDER RECEPTION NO . 3374183 . (DOES NOT AFFECT) AG NOT PLOT) NT WITH RECEIVER/VALVE SITE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077384 . (PLOTTED, SHOWN HEREON) 119 . TERMS, CONDITIONS, PROVISIONS , BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF AGREEMENT RECORDED APRIL 03, 155 . TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS ABS EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH ABS GRANTED IN PIPELINE RIGHT-OF-WAY 2007 UNDER RECEPTION NO . 3466104 AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 ABS AMENDED DECEMBER 14, 2015 ITERMS , T RECORDED MAY 27, 2008 UNDER RECEPTION NO . 3556401 . (PLOTTED, SHOWN HEREON) WITH RECEIVER/VALVE SITE RECORDED FEBRUARY 14, 2005 UNDER RECEPTION NO . 3260959. (PLOTTED, SHOWN HEREON) UNDER RECEPTION NO . 4165104 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET 10 054000. DID NOT PLOT) CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 84 . MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. 120 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED AUGUST 15, 2007 UNDER G ANT WITH RECEIVER/VALVE SITE RECORDED DECEMBER 12 , 2008 UNDER RECEPTION NO . 3594663. (PLOTTED, SHOWN HEREON) DID NOT PLOT) RECEPTION NO . 3497279. (AFFECTS SECTION 34, 440, R63W AND SECTIONS 2, 3, 10, 11, 14Q 440, R63W. BLANKET 10 054000. DID NOT PLOT.) 157 . TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 85 . TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF AGREEMENT RECORDED APRIL 03, 121 . MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. GRANT RECORDED SEPTEMBER 30, 2015 UNDER RECEPTION NO . 4146283 . (PLOTTED, SHOWN HEREON.) 2007 UNDER RECEPTION NO . 3466104 ABS AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 AND AMENDED DECEMBER 14, 2015 A122 . NOT PLOT.) UNDER RECEPTION NO . 4165104. (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT PLOT) 158 . ANY FACTS, RIGHTS , INTERESTS OR CLAIMS WHICH ARE NOT SHOWN BY THE PUBLIC RECORDS, BUT WHICH COULD BE ASCERTAINED BY TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN RIGHT-OF-WAY GRANT MAKING INQUIRY OF THE LESSORS IN THE LEASE OR LEASES DESCRIBED OR REFERRED TO IN SCHEDULE A. 86 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECORDED JANUARY 04, 2016 UNDER RECEPTION NO . 4169979 . (AFFECTS SECTION 11, INSUFFICIENT INFORMATION TO PLOT.) GRANT WITH RECEIVER/VALVE SITE RECORDED JULY 11 , 2007 UNDER RECEPTION NO . 3489477 . (DOES NOT AFFECT) 159 . THE EFFECT OF ANY FAILURE TO COMPLY WITH THE TERMS, COVENANTS AND 123 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS ABS EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY CONDITIONS OF LEASE OR LEASES DESCRIBED OR REFERRED TO IN SCHEDULE A. 87. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS ABS EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY G ANT RECORDED MAY 09, 2016 UNDER RECEPTION NO . 4201577. (DOES NOTAFFECT) GRANT WITH RECEIVER/VALVE SITE RECORDED JULY 03, 2013 UNDER RECEPTION NO . 3945314 . (DOES NOT AFFECT) 124. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 88. THE EFFECT OF OFFICIAL DEVELOPMENT PLAN FOR SITE SPECIFIC SPECIAL REVIEW PERMIT, RECORDED SEPTEMBER 25, 2013 UNDER GET T RECORDED MAY 09, 2016 UNDER RECEPTION NO . 4201578. NOTE : THE FOLLOWING NOTICES PURSUANT TO CRS 9- 1 . 5-103 CONCERNING RECEPTION NO . 3966261 . (DOES NOTAFFECT) UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK AND RECORDER . THESE STATEMENTS ARE GENERAL AND DO NOT NECESSARILY GIVE NOTICE OF UNDERGROUND FACILITIES WITHIN THE SUBJECT PROPERTY : (A) MOUNTAIN BELL TELEPHONE COMPANY, 89. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705 . (B) WESTERN SLOPE GAS COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . RANT WITH RECEIVER/VALVE SITE RECORDED JULY 13, 2015 UNDER RECEPTION NO . 4124009 . (DOES NOT AFFECT) 1919757. (C) ASSOCIATED NATURAL GAS, INC . , RECORDED JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED OCTOBER 1 , 1984 AT RECEPTION NO . 1983584 AND RECORDED MARCH 3, 1988 AT RECEPTION NO . 2132709 AND RECORDED APRIL 10, 1989 AT RECEPTION NO . )( 90. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN RIGHT-OF-WAY GRANT 2175917 . (D) PANHANDLE EASTERN PIPE LINE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870756 AND RECORDED JUNE 26, OGEES SEPTEMBER 06, 2019 UNDER RECEPTION NO . 4521068. NOTE : THE FOLLOWING NOTICES PURSUANT TO CRS 9- 1 . 5-103 CONCERNING 1986 AT RECEPTION NO . 2058722 . (E) COLORADO INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784 . (F) UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK ABS RECORDER. THESE STATEMENTS ARE GENERAL AND DO NOT UNION RURAL ELECTRIC ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION NO . 1871004 . (G ) WESTERN GAS SUPPLY COMPANY, 0 NECESSARILY GIVE NOTICE OF UNDERGROUND FACILITIES WITHIN THE SUBJECT PROPERTY: (A) MOUNTAIN BELL TELEPHONE COMPANY, RECORDED APRIL 2 , 1985 AT RECEPTION NO . 2004300 . (H ) PUBLIC SERVICE COMPANY OF COLORADO, RECORDED NOVEMBER 9, 1981 AT RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705. (B ) WESTERN SLOPE GAS COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . RECEPTION NO . 1874084. ( 1 ) ST . VRAIN SANITATION DISTRICT, RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975 . (J) LEFT HAND 1919757 . (C) ASSOCIATED NATURAL GAS, INC . , RECORDED JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED OCTOBER 1 , 1984 AT WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977. (K) UNITED POWER, INC . , RECORDED JANUARY 24, 1991 AT RECEPTION NO . 1983584 AND RECORDED MARCH 3, 1988 AT RECEPTION NO . 2132709 AND RECORDED APRIL 10, 1989 AT RECEPTION NO . RECEPTION NO . 2239296. (L) WIGGINS TELEPHONE ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . (PLOTTED, SHOWN O 2175917 . (D ) PANHANDLE EASTERN PIPE LINE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870756 AND RECORDED JUNE 26, HEREON) w 1986 AT RECEPTION NO . 2058722 . ( E) COLORADO INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784. (F ) UNION RURAL ELECTRIC ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION NO . 1871004. (G ) WESTERN GAS SUPPLY COMPANY, 125 . EXISTING LEASES AND TENANCIES, IF ANY. RECORDED APRIL 2, 1985 AT RECEPTION NO . 2004300. (H ) PUBLIC SERVICE COMPANY OF COLORADO , RECORDED NOVEMBER 9, 1981 AT RECEPTION NO . 1874084 . ( 1 ) ST. VRAIN SANITATION DISTRICT, RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975. (J ) LEFT HAND 126 . RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND TOWNSHIP LINES, AS ESTABLISHED BY THE BOARD OF WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977 . ( K) UNITED POWER, INC . , RECORDED JANUARY 24, 1991 AT COUNTY COMMISSIONERS FOR WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273 . (VACATED PER WELD COUNTY O RECEPTION NO . 2239296 . ( L) WIGGINS TELEPHONE ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . (PLOTTED, SHOWN DOCUMENT REC. NO. 3441938, DOES NOT AFFECT) S. HEREON) al 127 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES 0 91 . EXISTING LEASES AND TENANCIES, IF ANY . PATENT RECORDED FEBRUARY 15, 1928 IN BOOK 668 AT PAGE 271 . (AFFECTS SECTION 14. BLANKET IN NATURE. DID NOT PLOT.) 0 0 M m 92 . RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND TOWNSHIP LINES, AS ESTABLISHED BY THE BOARD OF 128 . RESERVATION OF ALL COAL AND THE RIGHT TO PROSPECT IN DEED FEBRUARY 15, 1928 IN BOOK 668 AT PAGE 271 . (AFFECTS SECTION 14. COUNTY COMMISSIONERS FOR WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273. RESOLUTION VACATING PORTIONS OF BLANKET IN NATURE. DID NOT PLOT) WELD COUNTY ROADS RECORDED DECEMBER 14, 2006 UNDER RECEPTION NO . 3441938. (DOES NOT AFFECT) 129 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES a 93 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES PATENT RECORDED FEBRUARY 15, 1928 IN BOOK 668 AT PAGE 272 . RESOLUTION VACATING PORTIONS OF WELD COUNTY ROADS RECORDED PATENT RECORDED NOVEMBER 26, 1917 IN BOOK 461 AT PAGE 403 . (AFFECTS SECTION 10. BLANKET IN NATURE. DID NOT PLOT) DECEMBER 14, 2006 UNDER RECEPTION NO . 3441938 . (AFFECTS SECTIONS 2, 3, 10, 11, 14, AND 15. BLANKET IN NATURE. DID NOT PLOT) Z o N0 . DATE : REVISION DESCR I PT ION NAME PREPARED BY : PFS SIGNATURE DATE D THIS AND ANY OTHER ELECTRONIC MESA PROJECT W COLORADO SAND COMPANY i COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN ALP 12/21 /23 EXISTING CONDITIONS PREPARED BY ASCENT GEOMATICS SOLUTIONS. LLC o FOR A DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED 2 REPRESENTED TO BE SUITABLE FOR REUSE IN LAND SURVEY PLAT WHOLE OR IN PART ON EXTENSIONS OF THE QC REVIEW 0 PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions 0 MODIFICATION, OF ANY UTILIZATION IF NOT A 8620 Wolff Ct APPROVED CLIENT PROJECT NO . N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT WI EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS GEOMATICS SOLUTIONS Westminster, Colorado 80031 vl SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE CLIENT SIGNATURE DATE ASCENT PROJECT NO . B23 .TRC . 0001 UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : AS—SHOWN SidEETNO. APPROVED 2 OF 9 LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . SEC 27 WELD COUNTY , COLORADO EXISTING LEGEND T 6 1\1R 6 3 W ALIQUOT CORNER FOUND OR SET AS DESCRIBED GLO = 39 . 98 CH ( 2638 . 67 ) ( R ) GLO = 39 . 98 CH ( 2638 . 67 ' ) ( R ) II N89903 ' 47" E ( 2638 .2649 . 05 ' ( M ) SET MONUMENT AS DESCRIBED - - - - N89 .03 ' 35" E2650 . 98 ' ( M ) - - - - - - - - \\ EASEMENT AS REFERENCED ON SHEETS 1 -2 II II I - - SECTION LINE SEC . COR . 27-26-35-34 QUARTER SECTION LINE 1 /4 COR SEC 27-34 III I FOUND 30" NO . 6 REBAR, SEC . COR . 28-27-34-33 I FOUND 30" NO . 6 REBAR , III 3- 1 /4" ALUMINUM CAP GOVERNMENT LOT LINE SET 30" NO . 6 REBAR , I 3- 1 /4" ALUMINUM CAP STAMPED "2004 , LS 37068" 3- 1 /4" ALUMINUM CAP STAMPED "2012 , PLS 38281 " II II PROPOSED LEASE BOUNDARY (SEE NOTE 7) II FENCE- 4 STRAND BARBED WIRE STAMPED " PLS 38412" II II I 300' 600' DIRT OR TWO-TRACK ROAD AS SPECIFIED II GRAPHIC SCALE : 1 " = 300' ( M ) MEASURED I / ( R) RECORD (SEE NOTE NO . 5) / /�� 50' PROPOSED ACCESS EASEMENT I � ( NOT YET RECORDED) I / I , \� w / N I NW114 = W NE114 I / 00 Q //OO oN O0 d- � 11O / I � -J / I 4/ \ I � � \ I SEC 34 I � \I 7/ 6N 111 R6SH/ \ \ 1111 1 /4CORSEC34-35 SEC 35 1 /4 COR SEC 33-34 1111 I CENTER 1 /4 COR SEC 34 I SET 30" NO . 6 REBAR, SET 30" NO . 6 REBAR , 3- 1 /4" ALUMINUM CAP T � �� 7/�SET 30" NO . 6 REBAR, I 1 3- 1 /4" ALUMINUM CAP 3 3- 1 /4" ALUMINUM CAP 1 STAMPED " PLS 38412" STAMPED �� PLS 38412�� JLI�d STAMPED " PLS 38412" �,_ S89 °12 ' 49 " W 2643 . 02 ' ( M ) S8912 ' 49 " W 2638. 98 ' ( M ) _ - 1 - --_- GRAVEL ROAD \ \ i � I SEC 33 \ i I I 11 I Rec . No . Date Grantee of Record 3797974 6 /26 / 03 DCP Midstream LP TGN R6SW I H __________________ h I swl /4 II SE114 � I I g 26 15 62 109 / i �\ �� GRAVEL ROAD Si I I 40' PIPELINE ROW \� i � \ I - REC . NO . 4146283 � / � � 1 � - - - - - - - - y- OIL & GAS EQUIPMENT o 50' PROPOSED ACCESS EASEMENT // _ /2 \ 50' PROPOSED ACCESS EASEMENT / � ( NOT YET RECORDED) -=_ _ - 1 °°° _ ° , ( NOT YET RECORDED) / / j _ 30 PIPELINE EASEMENT NORTH LINE S1 /2 S1 /2 I REC . NO . 3797974 Rec . No . Date Grantee of Record //j �\ PROPOSED LEASE BOUNDARY SOUTH 1 /16 co 3260959 2 / 14 /05 Duke Ener Field Services LP S1 /2 2/ � �� / 'mow gy ARY � / _ _ �j OIL & GAS EQUIPMENT SOUTH 1 / 16 COR SEC 34-35 _ SET 30" N 3- 1 /4" ALUMINUM CAP / // SET 30" NO . 6 REBAR, STAMPED " PLS 38412" 3- 1 /4" ALUMINUM CAP N89 .17' 14" E 2633 . 94' ( M ) STAMPED " PLS 38412" N89 .17' 34" E 2639 . 04 ' ( M ) 2 / / j / PROPOSED SITE ENTRANCE // 1�III NN ON / NN ® N / / / / LAT: N40° 2621 .46 // I III S1/2S1/2, S Rec . No . Date Grantee of Record Date Grantee of Record III AREA = 6 , 988, 834 N � � 41 83 / � / Rec . No . III �� 3260959 2 / 14/ 05 Duke Energy Field Services LP �- � / / / 3077384 6 /26 /03 Duke Ener Field Services LP g Y I AWo 19 j / \\ TAMPED " PLS 38412" // I I \\ = w 0 O • 550 PIPELINE EASEMENT \\ // II REC . NO . 3260959 \\ co // III / \\ po O o O � ^ / \\ N // IG \\\\ O OO p � O r I ' p 11 oi 0 S. / I GRAVEL ROAD � w I M I OJ LO I M \/ j / I 57 19 r W r / I r7 I 50 PIPELINE EASEMENT �i I / / 1 � REC . NO . 3260959 / / II a 3 / I TWO-TRACK ROAD ° SEC . COR . 33-34-3-4 o SET 30" NO . 6 REBAR , / 11 I I GRAVEL ROAD SEC . COR. 34-35-2-3 aI 3- 1 /4" ALUMINUM CAP /j / 41 83 Ii 1 /4 COR SEC 34-3 III I FOUND 30" NO . 6 REBAR , 0 STAMPED " PLS 38412" I / 11 FOUND 11 "x14"x4" STONE I 2- 1 /2" ALUMINUM CAP In j / 57 19 I " 1 /4" ON SOUTH FACE 18 39 99 56 82 II STAMPED "2001 , LS 24657" T6N �I I RECEIVER SITE EASEMENTI50 PIPELINE ROW' 6REC . NO3260959REC . NO . 3077384 I i aJ\JT — — — — — — GLo 40 . 00 CH ( 2640. 00 ) ( R ) Rec . No . Date Grantee of Record GLO = 40 . 00 CH ( 2640 . 00 ' ) ( I iii S89 °22 ' 20 " W 2635 . 07 ' ( M ) SEC �' A 17 III s892 , ' 41 " w 2628 . 92 ' ( M ) 3077377 6 /26 / 03 Duke Energy Field Services LP T51\1 y RECEIVER SITE EASEMENT o I i /T REC . NO. 3077377 3260959 2 / 14 / 05 Duke Energy Field Services LP V JL 5 1T Y Y Z 3 N0 . DATE : REVISION DESCRIPTION NAME PREPARED BY : PFS SIGNATURE DATE THIS AND ANY OTHER ELECTRONIC MEDIA COLORADO SAND COMPANY 0 1 1 - 1 0 - 2 0 2 4 ADDED PROPOSED ACCESS EASEMENT AWJ COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 PROJECT W 0 PREPARED BY ASCENT . ITIS GEOMATICS SOLUTIONS. LLC EXISTING CONDITIONS o FOR DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED _________ ________ WHOLE ORIN PARED TO TTEONUEXTENSIONS OF THELE FOR REUSE N LAND SURVEY PLAT SOUTH HALF OF SEC . 34, o Rec . No . Date Grantee of Record PROJECT OR ANY OTHER PROJECT. REUSE OR AscentGeomaticsSolutions QC REVIEW 0 MODIFICATION, OF ANY UTILIZATION IF NOT A 8620 Wolff Ct APPROVED TOWNSHIP 6 NORTH, RANGE 63 WEST FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCEIJI� CLIENT PROJECT NO . ID EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS LEDMATICS SOun WeStminSter, Colorado 80031 6TH PRINCIPAL MERIDIAN 3260959 2 / 14 / 05 Duke Energy Field Services LP CLIENT SIGNATURE DATE U SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE ASCENT PROJECT NO . TRC B230001 UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW WELD COUNTY , COLORADO EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : 1 " = 300' SHEET o. APPROVED 3 OF 9 LAND SURVEY PLAT SEC 34 PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . '[ 6 N R63W WELD COUNTY , COLORADO / A \ EXISTING LEGEND 19 Ill 18 39 99 56 82 IIII / EASEMENT 50' PIPELINE ROW IIII 0 - 40 00 CH ( 2640 . 00 ' ) ( R ) T � 1\1 ALIQUOT CORNER FOUND OR SET AS DESCRIBED � � IJ�/ RECEIVERREICENO 3260959 1 GLO = 40 . 00 CH ( 2640 . 00 ' ) ( R ) REC . NO . 3077384 GL - S89 21 41 W 2628 . 92 ' ( M ) II S89 22 20 W 2635 . 07 ' ( M ) - - - - - - - - - - - - - SET MONUMENT AS DESCRIBED I� 11 83 17 IIII T5N EASEMENT AS REFERENCED ON SHEETS 1 -2 l' 5 N I III RECEIVER SITE EASEMENT II GRAVEL ROAD - - SECTION LINE II REC . NO . 3077377 SEC . COR . 34-35-2-3 /5\ /9\ /4\ /83 1 /4 OR SEC 34-3 ii QUARTER SECTION LINE I I FOUND 30" NO . 6 REBAR SEC . COR . 33-34-3-4 I III 50' PIPELINE EASEMENT I F ND 11 "x14"x4" STONE III 2- 1 /2" ALUMINUM CAP GOVERNMENT LOT LINE SET 30" NO . 6 REBAR , " 1 4" ON SOUTH FACE I REC . NO . 3260959 STAMPED "2001 , LS 24657" II I 3- 1 /4" ALUMINUM CAP I 1\TO . 4 A0 1 I PROPOSED LEASE BOUNDARY (SEE NOTE 7) STAMPED " PLS 38412" III NOO 1V ° I ° � 2 III I � � FENCE- 4 STRAND BARBED WIRE I1 0 300' 600' DIRT OR TWO TRACK ROAD AS SPECIFIED 111 j I � IIII � \ III I 11 IN I IIII �� I GRAPHIC SCALE : 1 " = 300' ( M ) MEASURED IIII H II� / / r ( R) RECORD (SEE NOTE NO . 5) I / / � Hi . / III Rec . No . Date Grantee of Record Il - � � IIII � ICI 3077384 6 /26 /03 Duke Energy Field Services LP AAAA III I / 50' PIPELINE EASEMENT // REC . NO . 3260959 I IIII � � IIII i� v N I � �o� l VIII �' IIII 1O O III o LnO N Rec . No . Date Grantee of Record IIII - - - - - - N N 1 3260959 2 / 14/ 05 Duke Energy Field Services LP Ili " II I _I �� I � � III /, � �\ 17 IIII NEiI4NW1 4li III , \� / 50 PIPELINE EASEMENT 0 Z II C IIII � �� / �\ REC . NO . 3077377 I � \\\ oz II � / "'S.....' I III o I IIII I 1 III I J I OIL & GAS FACILITY \\ J I III i ) 11 III / - - - - _ - - I II II II II ` jI I ii II 1 /4CORSEC4-3 III fl unna T SEC 3 II 1 /4CORSEC3-2 SEC 2FOUND 30" NO . 6 REBAR , I [ a0an0 FOUND 0 . 8 x0 .3 x0 .5 STONE //��ee 3- 1 /4" ALUMINUM CAP 1 III Rec . No . Date Grantee of Record 7� 6 s iv STAMPED " 1989 , PLS 22098" 1A46 64 48 3077377 6 / 26 /03 Duke Energy Field Services LP _ T5N b 1 VARYING ff4T WIDTH PIPELINE EASEMENT _ REC . No . 4201585 - AREA = 27 , 857 , 173 SQ. FT. = 639 . 513 ACRES + /- /� IIII S EC / jji TJJV R6 3 I III /\ /\ /\ /\ �� OIL & GAS FACILITY I I �I 26 15 62 109 40' PIPELINE ROW III REC . NO . 4146283 II 11 \ II I I IIII �� \ < / � � II I I III / ! I - J0 � / I \ > II IIII \ \ / / jl IIII I I � I I OIL & GAS FACILITY / � II ; I 1111 I / � � /�/ �\ II I � ry 1 II I I / ,, II o Rec . No . Date Grantee of Record / Rec . No . Date Grantee of Record \ it o M 3077384 6 /26 /03 Duke Energy Field Services LP o - II I �— 3016421 12/ 19 / 02 Duke Energy Field Services LP \ � 11 Rec . No . Date Grantee of Record Qa III 7/ \ � ` 3077384 6 /26 / 03 Duke Energy Field Services LP - Rec . No . Date Grantee of Record II 3077384 6 /26 / 03 Duke Energy Field Services LP 5 16 �� TWO-TRACK ROADS I II o O E PIP LINE EASEMENT II TWO-TRACK ROAD o 0 o 03 o HI REC . NO . 2203049 \\\\ II o II oz o z IIII \ \\ II I � J III\ _ \ \ II GRAVEL ROADHRII \\ \ II � f 14) — \ \ 54 O N IIii I I l 'I ^ I � \ \ 50' PIPELINE EASEMENT o I I II ` J \, REC . NO . 3016421 ` ` JII II � � - I 1111 II I �I I III 1 1 /4 COR SEC 3- 10 I I LI I 'f 50' PIPELINE ROW w 1 OIL & GAS FACILITY SET 30" NO . 6 REBAR , % REC . NO . 3077384 I�I I 3- 1 /4" ALUMINUM CAP / 56 82 I STAMPED PLS 38412" SEC . COR. 3-2- 11 - 10 3 111 18 39 99 56 82 1 / I 18 gg 39 FENCE LIES 15 . T NORTH 50' PIPELINE ROW FENCE LIES 122 . 1 ' NORTH / / I AAA OF SECTION LINE FOUND 30" NO . 6 REBAR, SEC . COR. 4-3- 10-9 I / RECEIVER SITE I 2- 1 /2" ALUMINUM CAP • REC . NO . 3077384 OF SECTION LINE STAMPED "2010 , LS 38175" al FOUND 2- 1 /2" ALUMINUM PIPE , _O L. - / 0 3- 1 /2" ALUMINUM CAP - - - - REC . NO . 3077384 0 STAMPED " LS 22098" - - _ — — I N / �- _ - - -- - - - - - - - - - - - GLO = 39 . 95 CH 2636 . 69 ) ( R ) GLO = 39 . 95 CH ( 2636 . 69 ) ( R ) ° >� > i7` N89 07 46 E 2644. 01 ( M ) �� N89 °07 ' 46 " E 2644. 01 ' ( M ) �� 1 I111I SEC 10 I r II o I II I I I H a T5N R6SW _____________ z z o N0 . DATE : REV I S 1 ON DESCR I PT 1 ON NAME PREPARED BY : PFS SIGNATURE DATE THIS O AND ANY OTHER MN IA PROJECT W COLORADO SAND COMPANY 31 COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 PREPARED BY ASCENT GEOMATICS SOLUTIONS. LLC EXISTING CONDITIONS O FOR A DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED REPREWHOLE ORED TO IN PARTTEONUEXTENSIONS OF THELE FOR REUSE N LAND SURVEY PLAT SEC . 3 , TOWNSHIP 6 NORTH, O PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions QC REVIEW O MODIFICATION, OF ANY UTILIZATION IF NOT A 8620 Wolff Ct APPROVED RANGE 63 WEST N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCEIJI' CLIENT PROJECT NO . MI EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS LEDMAIICS S0LUTH Westminster, Colorado 80031 CLIENT SI GNATURE DATE 6TH PRINCIPAL MERIDIAN U SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE ASCENT PROJECT NO . TRC B230001 UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW WELD COUNTY, COLORADO EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : 1 " = 300' SHEET o. APPROVED 4 OF 9 LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SEC 3 SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . WELD COUNTY , COLORADO PT5N R6 S EXISTING LEGEND / - - _ - _ - _ ALIQUOT CORNER FOUND OR SET AS DESCRIBED \ - � - - _ , - GL0 = 39 . 95 CH ( 2636 . 69 ' ) ( R ) - \ SET MONUMENT AS DESCRIBED 7 GLO 39 . 95 CH ( 2636 . 69 ' ) ( R ) N89 07 46 E 2644. 01 ( M ) \� N89 07 ' 46 " E 2644. 01 ' ( M ) III I SEC . COR . 3-2- 11 - 10 AEASEMENT AS REFERENCED ON SHEETS 1 -2 N\ 1 III I FOUND 30" NO . 6 REBAR , - - SECTION LINE 1 /4 COR SEC 3- 10 III 2- 1 /2" ALUMINUM CAP QUARTER SECTION LINE SEC . COR . 4-3- 10-9 NN I I SET 30" NO . 6 REBAR, II GRAVEL ROAD STAMPED "2010 , LS 38175" II 3- 1 /4" ALUMINUM CAP 1111 FENCE LIES 33 .0' WEST I GOVERNMENT LOT LINE FOUND 2- 1 /2, ALUMINUM PIPE , \\ I STAMPED " PLS 38412" 124 90 3- 1 /2" ALUMINUM CAP \\ I 111 OF SECTION LINE _ _ 40' PIPELINE ROW PROPOSED LEASE BOUNDARY (SEE NOTE 7) STAMPED " LS 22098" \\ 3I I GRAVEL ROAD / 11 I I REC . NO . 4201578 FENCE- 4 STRAND BARBED WIRE II Ili � � \\ Rec . No . Date Grantee of Record III I I I I 0 300' 600' DIRT OR TWO-TRACK ROAD AS SPECIFIED III \\ 2924436 2 / 12 / 02 Duke Energy Field Services LP i I GRAPHIC SCALE : 1 " = 300' ( M ) MEASURED \ \ / III // I I R RECORD (SEE NOTE NO . 5 \� \\ / II // I ( ) ) \\ /�/ IIII // l I /i Ili I /i Rec . No . Date Grantee of Record III � \ /�/ 1111 ,;/ 3119402 10/22 / 03 Duke Energy Field Services LP III � 111 // o III lilt ; /%/ o " / � / \ � 1111 /// N qt I _ � / \ NW114 NE 4 II // GRAVEL ROAD I • • N N N III - � / \ \ � I I / - -_- - - -� - _ _ _ _ v _ A I = \I - - - - _ __ _ 50' PIPELINEROW � — p II o I // ` _ —� REC . NO . 2924436 50' PIPELINE ROW 4 O c$ o - I \\ \ — j / ' ❑� ` ; REC . NO . 3119402 p H°� TWO TRACK ROADS I \ / j/ \ \ / / I I � III I oz I o , II III // II c III /�/ lili \\ \ I I // III / \\ I• I I \ \\ 124 90 I ' v III \ I I \ 70 PIPELINE ROW / / II I REC . NO . 4201578 U I / J I II' \\� I I I I / I Il \\ I I FENCE LIES 44 . 3' WEST / I \ I I I I OF SECTION LINE I I 1 /4 COR SEC 10- 11 1 /4 COR SEC 9- 10 I I I \ SEC 10 I I I III SET 30" NO . 6 REBAR, SEC FOUND 1 - 1 /2" STEEL PIPE , I I I I 3- 1 /4" ALUMINUM CAP 11 3" ALUMINUM CAP `I 1 ) 15 II III STAMPED " PLS 38412" 14/STAMPED " 1990 , LS 7242" \ 3 I II Rec . No . Date Grantee of Record _I _ I , _ Rec . No . Date Grantee of Record 3077384 6/26/03 Duke Ener Field Services LP 3077384 6/26/03 Duke Ener Field Services LP T� gy 643 . 354 ACRES + /- gy \ I II Ili - -I 52 16 I I FENCE LIES 47 . 2' WEST CENTERLINE PIPELINE EASEMENT \\ I OF SECTION LINET5I\V R6 3 I I REC . NO . 2203049 \\S EC 9 III I I ( I II \\ I I 39 56 Ill II I I \\ I \ III_ \\ 82 99 18 I I 11 I \\ RECI NOI3077 84 I II I J SWI14 I \\ SE114 I / r \ \\ 'I1/ / / \\ 39 56 \ \ \ � � � / \\ AAA o / 18 99 82 I / - o O \\ \ I�� / / \\ RECEIVER SITE I I / / o N 40 PIPELINE ROW \ , / / \\ REC . NO . 3077384 o� I REC . NO . \` III ` _ / / \\ % N co \ / / r _ i \\ TWO-TRACK ROADS cv � A \ / 11 \\ y�\ II I / � / \ d Rec . No . Date Grantee of Record II \\ 3594663 12 / 12 /08 DCP Midstream LP ` \ i `\❑ GRAVEL ROAD ❑ o I \ \\ 10 moo \ o � \ �� I \� \\ / 50 PIPELINE ROW � — — 1 II � \ \ �� \\ \\ REC . NO . 2981170 o - I c) 1 �I i V�� i A \ � \ I I Lll I // I // No II // // I 15 104 \ \ ' I� FENCE LIES 35 . 8' WES i // / I I� 20' PIPELINE ROW �� J , ( � / �� OF SECTION LINE I� ❑ ( / REC . NO . 3594663 ii oi \ 11 Rec . No . Date Grantee of Record \\ \ it 2981170 8/ 26/ 02 Duke Energy Field Services LP al \ \\ II �I \ II SEC . COR . 10- 11 - 14- 15 o SEC . COR . 9- 10- 15- 16 \\ I 1 /4 COR SEC 10- 15 II I FOUND 30" NO . 6 REBAR , a FOUND 2- 1 /2" ALUMINUM PIPE , \\ SET 30" NO . 6 REBAR, II I 3- 1 /4" ALUMINUM CAP 0 3- 1 /2" ALUMINUM CAP \\ 3- 1 /4" ALUMINUM CAP II STAMPED 2008 , PLS 28258 ml STAMPED " 1990 , LS 7242" \ U STAMPED " PLS 38412" II - - - - - - - - - - - - - - - - GLO = 39 . 92 CH ( 2634. 71 ) ( R ) GLO = 39 . 92 CH ( 2634. 71 ) ( R ) II N89 2203E 2648 . 29 ' ( M ) N89 °22 ' 03 " E 2648 . 29 ' ( M ) II N. \\ \ * 1 EC 1V II �' \ II FENCE LIES 28 . 5 WEST INt I II OF SECTION LINE �o / ' 5NR6SW ' ___ __ __ z o N0 . DATE : REVISION DESCRIPTION NAME PREPARED BY : PFS SIGNATURE DATE THIS AND ANY OTHER ELECTRONIC MEDIA PROJECT W COLORADO SAND COMPANY 31 COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 PREPARED BY ASCENT GEOMATICS SOLUTIONS. LLC EXISTING CONDITIONS o FOR A DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED REPREWHOLE ORED TO IN PARTTEONUEXTENSIONS OF THELE FOR REUSE N LAND SURVEY PLAT SEC . 10, TOWNSHIP 6 NORTH, O PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions QC REVIEW o MODIFICATION. OF ANY UTILIZATION IF NOT A 8620WoffCt APPROVED CLIENT PROJECT NO . RANGE 63 WEST N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT m EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS GEDMATICS ; OIAn1JAS Westminster, Colorado 80031 6TH PRINCIPAL MERIDIAN CLIENT si DNAruRE DATE v SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE ASCENT PROJECT NO . TRC B230001 UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW WELD COUNTY, COLORADO a EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : 1 " = 300' weer o. APPROVED 5 OF 9 LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SEC 10 SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIPS NORTH , RANGE 63 WEST , 6TH P . M . WELD COUNTY , COLORADO T5 N � � 3 W // EXISTING LEGEND \\ \ II GLO = 39 . 92 CH ( 2634. 71 ' ) ( R ) / ALIQUOT CORNER FOUND OR SET AS DESCRIBED \ \ GLO = 39 . 92 CH ( 2634 . 71 ) ( R ) II N89 °2203 " E 2648. 29 ' ( M ) / - SET MONUMENT AS DESCRIBED N89 °22 ' 03" E 2648 . 29 ' ( M ) - - - _� � - - - - - - - - - - - \\ II ll A EASEMENT AS REFERENCED ON SHEETS 1 -2 \\ I I - - SECTION LINE II FENCE LIES 28 . 5' WEST I SEC . COR. 10- 11 - 14- 15 QUARTER SECTION LINE GRAVEL ROAD 1 SET SEC 10- 15 FOUND 30" NO . 6 REBAR, 30" NO . 6 REBAR , I OF SECTION LINE GOVERNMENT LOT LINE SEC . COR. 9- 10- 15- 16 I 3- 1 /4" ALUMINUM CAP II 3- 1 /4" ALUMINUM CAP FOUND 2- 1 /2" ALUMINUM PIPE , STAMPED " PLS 38412" 11 STAMPED "2008 , PLS 28258" PROPOSED LEASE BOUNDARY (SEE NOTE 7) 3- 1 /2" ALUMINUM CAP I I FENCE- 4 STRAND BARBED WIRE STAMPED " 1990 , LS 7242" I II IIII o II GRAVEL ROAD I 0 300' 600' DIRT OR TWO-TRACK ROAD AS SPECIFIED 1 III 109 � � GRAPHIC SCALE : 1 ' = 300' ( M ) MEASURED OIL & GAS EQUIPMENT II 26 15 62 , II \ ( R) RECORD (SEE NOTE NO . 5) I 000 40 PIPELINE ROW ) III REC . NO . 4146283 / - - Rec . No . Date Grantee of Record IIII ' I III 3016422 12 / 19 /02 Duke Energy Field Services LP ^ N Rec . No . Date Grantee of Record IIII o / OIL & GAS EQUIPMENT 3594663 12 / 12 /08 DCP Midstream LP � �,� / oo AN [ o VWI 1� � 1 � � OIL & GAS FACILITY NEI /`7 N o N 000 III 1/ oz II Z / J o / I I / 1 ° 15 104 / \\ �P III RECEIVER SITE 14 TWO-TRACK ROADS / / I � REC . NO . 3594663 50' PIPELINE ROW / REC . NO . 3016422 / \ 15 \ , Rec . No . Date Grantee of Record / _ _ _ _ rcoELINE Row 3556401 5 /27 / 08 DCP Midstream LP — _ -,' ==- - . O . 3556401 III - _ 1 / / / c f / 61 \ \ / I Lq I � o ° / / / 20' PIPELINE ROW // \\ —o( — / / III REC . NO . 3515967 �/ \\\ HI SEC 14 1 /4 COR SEC 15- 14 1 /4 COR SEC 16- 15 / / 11 SEC 5 \\ IFOUND 30" NO . 6 REBAR , FOUND 1 - 1 /2" STEEL PIPE , III 9�// \\ I 3- 1 /4" ALUMINUM CAP T5N 3" ALUMINUM CAP / / Rec . No . Date Grantee of Record \\ STAMPED "2008 , PLS 28258" STAMPED " 1990 , LS 7242" / III \\ II 3515967 12 / 19 / 02 DCP Midstream LP \\ x` � AREA = 27, 549 , 626 SQ. FT. 632 . 452 ACRES FENCE LIES 40 .2' WEST III I , OF SECTION LINE / II S � � � ' q � l I r II T5IVR6SW I I I 11 Ili ( \\I H ,) _ )// II �� II III ;/ - -�� IIHI �// II ��/ II / III / /j/ GRAVEL ROAD OIL & GAS EQUIPMENT ' / 15 II _ 20' PIPELINE ROW S II _ _ — = REC . NO . 3556401 GRAVEL ROAD p r I � - - - - _ = 11 / o — _ — ao co Rec . No . Date Grantee of Record N N I II - - - IAN === _=r==�- � I � I 3556401 5 /27 /08 DCP Midstream LP SWI14 TWO-TRACK // p ire ; l 0 .o 00) j// \\ // / \\ o 0 Z // I //// SE114 \\ \ o J4 / C /// \\ / \ II / I F_ I w JI SEC . COR . 16- 15-22-21 ° 1 /4 COR SEC 15-22 SEC . COR . 15- 14-23-22 • FOUND 1 - 1 /2" PIPE , I FOUND 1 - 1 /2" PIPE , al FOUND 1 - 1 /2" PIPE , 3" ALUMINUM CAP FENCE LIES 0 . 8' SOUTH 3" ALUMINUM CAP s0 3" ALUMINUM CAP i STAMPED " LS 4845" OF SECTION LINE 0 STAMPED " LS 4845" j STAMPED " LS 4845" GLO = 39 . 87 CH ( 2631 . GLO = 39 . 87 CH ( 2631 . 41 ' ) ( R ) X t . _ _ _ _ _ - _ S89 °45 ' 32 " W 2561 . 71 ' ( M )( R ) ° 58944' 28 " W 2561 . 33 ' ( M ) ( r HI I \� I o SEC �, °° / ° v o T5N R6SW _____________ z Z o N0 . DATE : REVISION DESCRIPTION NAME PREPARED BY : PFS SIGNATURE DATE THIS O AND ANY OTHER INSTRUMENT MN OF SERVICE IA PROJECT W COLORADO SAND COMPANY 31 COUNTERPART IS AN DRAWN GLP 12/21 /23 PREPARED BY ASCENT GEOMATICS SOLUTIONS. LLC EXISTING CONDITIONS o FOR A DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED LAND SURVEY PLAT WHOLE ORIN PARTTEONUEXTENSIONS OF THEN SEC . 15 , TOWNSHIP 6 NORTH, o PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions QC REVIEW o MODIFICATION. OF ANY UTILIZATION IF NOT A 8620 Wolff Ct APPROVED CLIENT PROJECT NO . RANGE 63 WEST N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT Westminster, Colorado 80031 m EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS GEDMATICS COMMONS 6TH PRINCIPAL MERIDIAN CLIENT SIGNATURE DATE C) SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE ASCENT PROJECT NO . TRC B230001 UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW WELD COUNTY, COLORADO EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : 1 " = 300' SHEETN0. APPROVED6 OF 9 LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SEC 35 SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . WELD COUNTY , COLORADO T6N R6 SW W EXISTING LEGEND II GLO= 40 00 CH ( 2640. 00' ) ( R) II - ALIQUOT CORNER FOUND OR SET AS DESCRIBED GLO = 40. 00 CH ( 2640. 00 ' ) ( R ) II , ' N89 °21 ' 07 " E 2631 . 92' ( M ) - - - - - - ______ /I - - N89 23 04„ E 2630 . 63 ( M ) - - - - - - SET MONUMENT AS DESCRIBED I Ij 48 \\I / \ EASEMENT AS REFERENCED ON SHEETS 1 -2 II 50' PIPELINE EASEMENT � I \ - - SECTION LINE 1 /4 COR SEC 35-2 II REC . NO .4567442 I I \\SEC . COR. 35-36- 1 -2 QUARTER SECTION LINE SEC . COR . 34-35-2-3 FOUND 30" NO . 6 REBAR, II GOVERNMENT LOT LINE II FOUND 30" NO . 6 REBAR, I FOUND 30" NO . 6 REBAR,2- 1 /2" ALUMINUM CAP II 2- 1 /2"D"200ALUMINUM CAP I STAMPED "2017 , LS 38307" II II STAMPED "201X, LSAP 3XX07" PROPOSED LEASE BOUNDARY (SEE NOTE 7) STAMPED 2001 , LS 24657FENCE- 4 STRAND BARBED WIRE II If II II II 0 300' 600' II DIRT OR TWO-TRACK ROAD AS SPECIFIED NOO /� NOo3 N0 > NO , , GRAPHIC SCALE : 1 " = 300' ( M ) MEASURED Il I ( R) RECORD (SEE NOTE NO . 5) L - - - _ � III / � \\ �I I TWO-TRACK ROADS II roN / o Do . O 1 / I \� I II N � / II TWO-TRACK ROADS / (O �t oa5 \ c0 \ II � N \\ ^� - - NW1 /4 NE1 /4 �\ OIL & GAS EQUIPMENT � \ \ \\ III I N ) H III I II III GRAVEL ROAD I 41 83 1 /4 COR SEC 2- 1 1 /4 COR SEC 3-2 II SEC 2 I SET 30" NO . 6 REBAR , SEC I FOUND 0 . 8'x0 .3'x0 .5' STONE II 57 19 I 3- 1 /4" ALUMINUM CAP T5N R6 3 W r 50' PIPELINE EASEMENT STAMPED " PLS 38412" REC . NO . 3260959 _ _ _ _ _ _ - Rec . No . Date Grantee of Record szc' c �\\ rtAREA = 27, 832, 686 SQ. FT. = 638 . 951 ACRES 1 /- 3260959 2 / 14/05 Duke Energy Field Services LP 7 ' 5N R6SW III I II Rec . No . Date Grantee of Record ` � / � / o o — _ _ -- -- 3077384 6/26/03 Duke Energy Field Services LP / _ o — - - - - - - - - - - - - - - - - - - - N - - - - - - - - - - - - _ \ - = w - - - - - - v - - - - - - - - - � / TWO-TRACK ROADS - -_ OO o SWI14 \I\ �\ — _ — - - / 19 57 41 83OO I - _ _ _ __- =_- ` RECEIVER SITE EASEMENT d z II — — — _ — — A � �� REC . NO . 3260959 J Date Grantee of Record _ _ —O J\ _ _ _�_�— 57 41 83 — 3260959 2/ 14/05 Duke Energy Field Services LP 50 PIPELINE EASEMENT / SEI 4REC . NO . 3260959 / i \ O GRAVEL ROAD oi 56 82 I \\ tJ /4\ /4\ /A\ \I I- FENCE LIES 13 . 1 ' WEST = LnI -- 50 PIPELINE ROW \\ OF SECTIONL NE SEC . COR. 3-2- 11 - 10 REC . NO . 3077384 \\ FOUND 30" NO . 6 REBAR, Rec . No . Date Grantee of Record SEC . COR. 2- 1 - 12- 11 o• 2- 1 /2" ALUMINUM CAP II 3260959 2 / 14/05 Duke Energy Field Services LP I FOUND 30" NO . 6 REBAR, O STAMPED "2010 , LS 38175" I I 2- 1 /2" ALUMINUM CAP FENCE LIES 15. 7' NORTH I II STAMPED " PLS 38412" STAMPED "2011 , LS 38175" C'.' OF SECTION LINE II 4 __ - tN GLO = 39 . 86 CH ( 2630. 75 ' ) ( R ) GLO = 39 . 86 CH ( 2630 . 75' ) ( R ) i - N89 °39 ' 57 " E 2636 . 86 ' ( M ) N89 °39 ' 57 " E 2636 . 86 ' ( M ) II SEC I I II O T5N R 3 I V z z o N0 . DATE : REV I S 1 ON DESCR I PT 1 ON NAME PREPARED BY : PFS sIDNAruRE DATE COLORADO SAND COMPANY THIS AND ANY OTHER ELECTRONIC MEDIA 31 COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 P R 0 J E C T W PREPARED BY ASCENT GEOMATICS SOLUTIONS, LLC EXISTING CONDITIONS C FOR A DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED WHOLE REPREORED TO IN PARTTEONUE TENSIONS OF THELE FOR REUSE N LAND SURVEY PLAT SEC . 2 , TOWNSHIP 6 NORTH, PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions QC REVIEW o MODIFICATION, OF ANY UTILIZATION IF NOT A 8620 Wolff Ct APPROVED RANGE 63 WEST N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT Westminster, Colorado 80031 CLIENT PROJECT NO . m EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS GEDMATICS ; 0LUJI ) NS 6TH PRINCIPAL MERIDIAN I CLIENT si eNAruRE DATE v SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE ASCENT PROJECT NO . TRC_B230001 COUNTY, �T COLORADO UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW WELD CO V 1V T I , I OLORADO a EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : 1 " = 300' SHEET o. APPROVED 7 OF 9 LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SEC 2 SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . WELD COUNTY , COLORADO TJNR6SW EXISTING LEGEND GL0 = 39 . 86 CH ( 2630 . 75 ' ) ( R ) GL0= 39 . 86 CH ( 2630 . 75' ) ( R ) ALIQUOT CORNER FOUND OR SET AS DESCRIBED N89 °39 ' 57" E 2636 . 86 ' M N89 °39 ' 57 " E 2636 . 86 ' ( M ) II _ - - - - SET MONUMENT AS DESCRIBED - - \ A EASEMENT AS REFERENCED ON SHEETS 1 -2 \ II SEC . COR. 3-2- 11 - 10 I \ III I __ __ SECTION LINE FOUND 30" NO . 6 REBAR, QUARTER SECTION LINE SET 30" NO 2- 1 /2" ALUMINUM CAP I �1 I 1 /4 COR SEC 2- 11 SEC . COR. 2- 1 - 12- 11 STAMPED "2010 LS 38175" \ \ \� 3- 1 /4" FOUND 30" NO . 6 REBAR' GOVERNMENT LOT LINE . 6 REBAR \\ ALUMINUM CAP 2- 1 /2" ALUMINUM CAP FENCE LIES 33 . \ 0' WEST Al2 � \ STAMPED " PLS 38412" STAMPED "2011 , LS 38175 PROPOSED LEASE BOUNDARY (SEE NOTE 7) "OF SECTION LINE 90 \ A - -I `-- 40' PIPELINE Row \ r \ � � FENCE- 4 STRAND BARBED WIRE REC . NO . 4201578 \\ \ I 0 300' 600' _ \ / \ \ I DIRT OR TWO-TRACK ROAD AS SPECIFIED I I I / \ \ \\ I IN \ \ \\ GRAPHIC SCALE : 1 " = 300' ( M ) MEASURED 1 I / / \ / ( R) RECORD (SEE NOTE NO . 5) \ , , Rec . No . Date Grantee of Record _,' I OIL & GAS FACILITY 3077383 6/26/03 Duke Energy Field Services LP /%� IL \ // ON AVA � // IL Ii TWO-TRA K ROADS \\ 1 I N N_ _- - - - - � 16 \ - - - /j 11 o I 50' PIPELINE ROW i \ // I • qt O o I ' / p I REC . NO . 3077383 \ \ \\ j/ / l q II o I / GRAVEL ROAD �� V) oz II I °� II \ \ � � \� /i/ /I I � III I _ I I 50 PIPELINE ROW \ // // NEI REC . NO . 3148021 // / III I l \ NWI /4 \ /i I I\ I I o �/ O \\ // I ( \\ // \ \\ I II Rec . No . Date Grantee of Record oIL & GAS FACILITY \\\ Rec . No . Date Grantee of Record III 3148021 1 /27/04 Duke Energy Field Services LP �\ 3260959 2 / 14/05 Duke Energy Field Services LP \ \\\ ► 1 /4 COR SEC 11 - 12ft \ \ \\ I 1 /�/ I SET 30" NO . 6 REBAR, 4 SEC 2 1 /4 COR SEC 10- 11 \ \�\ �-/ I STAMPEUMINUM D " PLS 3841CA2" P 3- 1 /4" ALUMINUM CAP I I \ Ra __ 7 ' 5N R (5/' W STAMPED " PLS 38412" II \ __ __ __ T5N _ CSW __ '-1 I \ \\ II AREA = 28 , 050 , 701 SQ. FT. = 643 . 955 ACRES + /- /I/ 11 FENCE LIES 47 . 2' WEST iiiOF SECTION LINE \ \\ //41 83SEC � \ \ /// \\ ' U ' T5N R6SW fl RECEIVER SITE EASEMENT // I \ REC . NO . 3260959 // II �_ �� I OIL & GAS FACILITY �\ II ( II I 1 iii \ � ❑ iii \ // IIIciT' \ iii /" 41 83 \\ /l \\ \ 1 19 57 \\ \ \ I / 50 PIPELINE EASEMEN \ II I I ^ . O . 3260959 III \\ / RECN Rec . No . Date Grantee of Record \\ \ 3260959 2 / 14/05 Duke Energy Field Services LP ON O - O N II \\ _ _ _ _ _ _ _ _ _ _ _ _ a _ _ II \\ \\ N N I I I \ \ t TWO-TRACK ROADS \\ I I/ � � III // \\ \\ I oN O 1 , /, \ \� SE114SWa /4 \\ q Z I \ 1 O // / \\ GRAVEL R0 OADS 0 to / // �\ /� \\ I I OIL & GAS FACILITY � Jl \ �/ FENCE LIES 35 . 8 WEST ❑ I I \\ / OF SECTION LINE \\ II \� // 35' PIPELINE ROW �I \� _ %/ REC . NO . 4169979 tJ �/ / \( ^ // (APPROX. LOC . ) U) // VAS § 3 // SEC . COR. 10- 11 - 14- 15 // I 1 /4 COR SEC 11 - 14 // SEC . COR. 11 - 12- 13- 14 FOUND 30" NO . 6 REBAR, � FOUND 1 - 1 /2" PIPE , • 0 FOUND 30" NO . 6 REBAR, I /// 3- 1 /4" ALUMINUM CAP / No 3- 1 /4" ALUMINUM CAP I STAMPED "2008 , PLS 2 " " LS 4845" ALUMINUM CAP N 8258 STAMPED "2008 , PLS 28258" \\ // \ STAMPED MI / \\ �I — — — — — - - - - / - - - - - - - - - - - - - - - �- GL0 = 39 . 92 CH ( 2634, 71 ' ) ( R ) GL0 = 39 . 92 CH ( 2634. 71 ' ) ( R ) \\ II N89 14' 57 " E 2668. 46 ' ( M ) N89 °15 ' 23 " E 2668 . 52 ' ( M ) SEC 14 a t \ \ ___ __ 7 ' 5N R6SW _____________ z o NO . DATE : REV I S 1 ON DESCR I PT 1 ON NAME PREPARED BY : PFS SIGNATURE DATE COLORADO SAND COMPANY THIS AND ANY OTHER ELECTRONIC MEDIA 31 COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 P R 0 J E C W PREPARED BY ASCENT T. IT ISICS SOLUTIONS, LLC EXISTING CONDITIONS o FORA DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED WHOLE REPREORED TO IN PARTTEONUE TENSIONS OF THELE FOR REUSE N LAND SURVEY PLAT SEC . 11 , TOWNSHIP 6 NORTH, PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions QC REVIEW o MODIFICATION, OF ANY UTILIZATION IF NOT A 8620 Wolff Ct APPROVED RANGE 63 WEST N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT Westminster, Colorado 80031 CLIENT PROJECT NO . m LEOMATICS SOLO IONS EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS C L 1 E N T si DNATURE DATE 6TH PRINCIPAL NIERIDI SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE ASCENT PROJECT NO . TRC_B230001 T COUNTY, �T COLORADO n UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW WELD CO V 1V T I , I OLORADO EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : 1 " = 300' SHEET o. APPROVED 8 OF 9 LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SEC I I SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . WELD COUNTY , COLORADO SEC . COR. 10- 11 - 14-15 I //j TJ �� R6 SW W /�I \ � \ EXISTING LEGEND FOUND 30" NO . 6 REBAR , 3- 1 /4" ALUMINUM CAP I / \\\ // GLO = 39 . 92 CH ( 2634. 71 ' ) ( R ) \ \ ALIQUOT CORNER FOUND OR SET AS DESCRIBED STAMPED "2008 , PLS 28258" / GLO = 39 . 92 CH ( 2634. 71 ' ) ( R ) \\ II N89 14 57 E 2668 . 46 ( M ) / N89 °15 ' 23 " E 2668 . 52 ' ( M ) - - - - - - - - _ \\ - - - - - - - - - - SET MONUMENT AS DESCRIBED II A EASEMENT AS REFERENCED ON SHEETS 1 -2 \\ iiJ - - SECTION LINE OIL & GAS EQUIPMENT SEC . COR . 11 - 12- 13- 14 QUARTER SECTION LINE FENCE LIES 28 . 5 WEST 1 /4 COR SEC 11 - 14 \ FOUND 1 - 1 /2 PIPE , GOVERNMENT LOT LINE OF SECTION LINE FOUND 30" NO . 6 REBAR, \ � 3" ALUMINUM CAP 3- 1 /4" ALUMINUM CAP � I STAMPED "LS 4845" PROPOSED LEASE BOUNDARY (SEE NOTE 7) STAMPED "2008 , PLS 28258" � FENCE- 4 STRAND BARBED WIRE 0 300' 600' DIRT OR TWO-TRACK ROAD AS SPECIFIED I I II GRAPHIC SCALE : 1 " = 300' ( M ) MEASURED GRAVEL ROAD \ � I ( R) RECORD (SEE NOTE NO . 5) I I II II o I � N UI I 4 NE , I I / N U N NWI /4 1 O N ototo b O d N II ow O Oj Z I II C7 at I I II II I I ' I I li I I II II ! I 1 /4 COR SEC 15- 14 J SEC 14 1 /4 CORSEC 14- 13 EC 13 FOUND 1 - 1 /2" PIPE , FOUND 30" NO . 6 REBAR, I I 3" ALUMINUM CAP 3E1 0 PLS 2 CAP T5N 6 3W STAMPED " LS 4845" � � �� ][� � 3W STAMPED "2008 , PLS 28258" I b II FENCE LIES 40 .2' WEST I AREA = 27, 830 , 228 SQ. FT. 638 . 894 ACRES 1 /- OF SECTION LINE I ► I I I / I I i0 SEC 15 / II II II I (IJ II N IJHe ' W. N . Date Grantee of Record I R ec o G a tee 3797973 10/ 11 / 11 DCP Midstream LP �\ i ► TWO-TRACK ROAD TWO-TRACK ROAD \ o g OIL & GAS EQUIPMEN\ - - - - —__� / \ p \ a / St - - - _ _ NI- ____- - - — - � / � OIL & GAS EQUIPMENT / \\ \ vN \ GRAVEL ROAD / \\ �, 43 , \ \\ //1/ \ \ Rec . No . Date Grantee of Record PIPELINE ROWNN 1/ 3537452\\� 3537452 2 /26/08 DCP Midstream LP o /\ 30' REC . NO. 377973 // \\ �/ , II \ I SE1 /4 ci SWI14 \\ 0 \�\\ - � \ \\ a J 0 \ \ W / hll� RECI NO . 35374O52 3 \ \ / ) I oi II Lnl \ J I l/I w IItJ I SEC . COR. 15- 14-23-22 rl� ao l 3 FOUND 1 - 1 /2" PIPE , �� 3" ALUMINUM CAP 1 /4 COR SEC 14-23 • 0 STAMPED " LS 4845" GI SEC . COR . 14- 13-24-23 al FOUND 1 - 1 /2" PIPE , I ; FOUND 1 - 1 /2" PIPE , 0 o FENCE LIES 0 . 8' SOUTH FENCE LIES 0 . 1 ' SOUTH 3" ALUMINUM CAP FENCE LIES 2 . 9' NORTH 3" ALUMINUM CAP F')0 OF SECTION LINE I OF SECTION LINE STAMPED " LS 4845" 11 � OF SECTION LINE STAMPED " LS 4845" _ - - - - - - - - - - - - - - - - =- - GLO= 39 . 84 CH ( 2629 . 43' ) ( R ) GLO= 39 . 84 CH ( 2629 . 43 ) ( R ) I �� II S89 °53' 22" W 2559 . 09 ' ( M ) S89 36 11 W 2558 . 71 ( M ) � 23 Il II ii ___ __ 7 ' 5NR6SW _____________ z o N0 . DATE : REV I S 1 ON DESCR I PT 1 ON NAME PREPARED BY : PFS sIGNAruRE DATE COLORADO SAND COMPANY THIS AND ANY OTHER ELECTRONIC MEDIA 31 COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 P R 0 J E C T W PREPARED BY ASCENT GEOMATICS SOLUTIONS, LLC EXISTING CONDITIONS C FOR A DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED REPREWHOLE ORED TO IN PARTTEONUE TENSIONS OF THELE FOR REUSE N LAND SURVEY PLAT SEC . 14, TOWNSHIP 6 NORTH, PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions QC REVIEW o MODIFICATION, OF ANY UTILIZATION IF NOT A 8620 Wolff Ct APPROVED RANGE 63 WEST N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT Westminster, Colorado 80031 CLIENT PROJECT NO . m CEOMATICS SOLUI IONS I EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS CLIENT si GNAruRE DATE 6TH PRINCIPAL PIRINCIPAL MERIDI v SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE ASCENT PROJECT NO . TRC_B230001 T COUNTY, �T COLORADO n UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW WELD CO V 1V T I , I OLORADO a EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : 1 " = 300' SHEET o. 9 OF 9 APPROVED Exhibit 39 Page 4 EXHIBIT 39-3 STRUCTURE AGREEMENT WITH DCP OPERATING COMPANY, LP Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Structure Agreement Structure Agreement .................. This letter has been provided to you, D P operating Company, LP, and its subsidiaries, DCP Midstream, LP ("DCP") Duke Energy Field Services LP ("Duke Energy") and Associated Natural Gas corporation ("Associated NG"), as the owner of a structure on or within two hundred (200) feet of a proposed ill ine site. The State ofColorado, Division of Reclamation, Mining and Safety ("Division") requires that where a mining operation will adversely affect the stability of any significant, valuable, andpermanent roan-madestructure locatedwithin two hundred (200)feetof the affected land, the applicant .shall either: A. Provide a notarized agreement between the Applicant and the Person(s) having an interest in the structure, that the Applicant is to provide conwensation for any damage to the structure= or B. Where such an agreement cannot be reached, the Applicantshall provide an appropriate engineering evaluation that demonstrates that such structure shall not be damaged by activities occurring at the mining operation, or C. Where such structure is a utility, the Applicant may supply a notarized letter, on utility letterhead, from the owner(s) of the utility, that the raining and reclamation activities, as proposed, will have Arno negative effect" ontheir utility, (Construction Materials Rule 6.3.12 and Rule 6.4.19 & bard Rock/Metal Miring 6.3.12 and Rule 6.4.20). The Colorado Mined Land Reclamation Board ("Board") has determined that this form{ if properly executed, represents an agreement that complies with the construction Materials Rule 6.3.12(a), Rule ,4.190), and C.R.S. §34-32.5-115 4)(e), and with the Hard Rock/Mining Rule 6.3.12(x), Rule 6.4.20(a)„ and C.R. §34-32-115(4)(d). This form is for the sole purpose of ensuring compliance with the Rules and Regulations and shall not make the Board or Division a necessary party to any private civil lawsuit to enforce the terms of the agreement or create any enforcement obligations in the Board or the Division, The following structures have been located € n, or within, .200 feet of the proposed affected areas: • 20' Pipeline Easements Section TO, T5N, R63R63W NW 114 and / (DCP) Roc. No. 3594663 Section 14, T5N, R5 W I./4PCP *Rec. No. 353745'x. Section 15, T5N, R63W Entire Section (DCP) it Rec. Nos. 3515967 and 3556401 Structure Agreement Pagel of 5 Kersey ll ne_1 1 2 Reclamation Operation • 30' Pipeline Easements o Section 34, ToN, R63W SEIM (DCP) it Rec. No. 3797974 o Section 3, T5N, R63W (DukeEnergy) ' Rec. Nos. 3260959, 3 0773 77, and 3077384 Section 14, T5 R5W SST 1 /4(1) in rec. No. 3797973 • 0' Pipeline Easements o Section 34, T6N, R63W SW1/4 and SEIM (Duke Energy) • Rec., Nos. 3260969, 3077384, and 3260959 o Section 2, T5N, R63W NW1/4, /4, W1/4, and SE1/4 (Duke Energy) Rec. Nos. 3260959, 3260959, and 3077384 aSection 3, T5N, R63W Entire Section(Duke e Energy) Rec. Noy. 3260959, 3077384, 3077377, and 3016421 Section 10, T'', R3 NW1/4 and SE1/4 /4 due Energy) .c. Nos. 2924436, 311 9402, 3 0773 84, and 2981170 o Section 11, T5N,1 3W rl LI- and. W1/4 (DukeEnergy) ■ Rec. 1` o . 3148021, 3077383, and: 3260959 o Section 15, T5N, R63W W1/4 and NE 1T (Duke Energy) Rec. No. 3016422 • Receiver Site Easements o Section 34, T6 ,1 .63 SW1/4 and SEIM e Energy) Rec. Nos. 3260959 and 3077377 o Section 2, T5N, R63W SEIM (Duke Energy) it Rec. No. 3260959 o Section 10, T5N, x.63 W SEIM (Duke Energy) Rec. No. 3077384 a. Section 11, T5N, R63 ' W1. /4 (Duke Energy) • Rec. No. 3260959 o Sermon 15, T5N, R63 ` NW1/4 / MCP) IA Rec. No.3 94663 Structure agreement `age 2 c1 5 Kersey Mine_112 Reclamation Operation ti: CERTIFICATION The Applicant, Colorado Sand Company LLC, by David Patterson,Ca-President, does hereby certify that Noble Energy, Inc, shall be compensated thr any damage from the proposed mining operation to the abovestructure(s) located on, or within, 200 feet of the proposed affected area described within Exhibit A of the Reclamation Permit Application for the Kersey Mine. File Number NI W. ThIS fOffT3 has been approved' by the Colorado helined Land Reclamation Board pursuant to Its authority under the Colorado Lana Reclamation Act kr the Extraction of Construction Materials and the Colorado Mined Land Act for Hard Rock, Aletal„ and Denignated Piiining Operations{ A.ny .alteration of modification to this for shall result in voiding this form [The remainder of this page has intentionally been fell blank) Structure Agreement Page 3 of 5 Kersey Mine,112 Reclamation Operation NOTARY FOR PERMIT APPLICANT AOWLEED BY: Applicant: Colorado sand Company LL. Representative Name: Dave Patterson RepresentativeSignature: Date: STATE OF k'L�G� ) sse COUNTY OF \-I'00.S ) 0/4"y‘tai Title: Co -President The foregoing was acknowledged before me this oadU, ?oe-‘-,erciort as Notary Public c\tde 4-kaay of Perna 1 is_,G01--2iA-4, by My Commission Expires: sady�� Y My Commission Expires 9/27/2026 Notary ID/33986301 Structure Agreement Page. 4 of 5 of Co t ar (Aide) v co\nct Ltz, 0\\�,1 �tiozc� Kersey l i nt:112 Reclamation Operation Notary Public NOTARY FOR STRUCTURE OWNER KNOVVLE ED BY: Structure Owner: l P Aerating Company, LID RepresentativeSignature: ire: Print Representative Name: Lewis D. Hagen lock r Date: . \� � ^ r iY a-efra T YT Attomey-in-Fact STATE OF CO r-a_ol COUNTY OF ILL1 ( ) ss. The foregoing was acknowledged before me this day of Fairmas. Lewis D. Ha _ enlipck as Attorne ,in -Fact of D Orin �mn , .L+ My Commission Expires: LORM ANN C RL ON Notary .Pubhc State of C f.:zlora o Notary ID f 20054008501 C'ommission Exp res03-X2_2 25_ Structure Agreement Page 5 of n? O1- -iZt Kersey Mine 112 Reclamation Operation Exhibit A Proposed Nlining Location Kersey Mine_1 2 Reclamation Operation - . - tiat. ii. ar It �t f4 y � . � A. . i w 40 . 418784019581864 , L 1- "Om; 44-1 0 4,s sii kr' . cip i .6 14 k I fr ,a, .. _ a. ,7- --v-7-7---,- i iii II" .r 1I A— 44 - 01 4.4:1 --- _- , .e- ir .1' - ...Pri-4‘4417 _ - . r i : itiiiii. .., 4- ...i , ..isif-4 - as -%. . . . a ._. _ _ _' il: ' ' . _ , . , . - _ .... , , . , 7 K. I Gil , CO . srpb‘ir; 1 ,i ... . . I. . i , „, I Lin . il 4 • II _ Aide r ' • ''•i -11 _ _ . _101t,- - _ f 71 , I'its?. 1 .- itt all i i . , at •D s i — 4 Ali -144I '� - �. _ « fi • ' ..- . r . . A O j Ecir ail 10p.. . _W • A -14k i i id • *. . • Asia1.. e .„. i 411 ker 01 Sat IL OD 4 . - , .. _ .4 __ . _ k atiaS, 05r .. Ilia . - . -141 , 4 • it _ a .... . * s i it S • • , ' 40 • i -hp. it • I � a 4 - - r ' i z • c I . 'Jit 4 rii .-..... ow ill S a . , „I t it UP dor ilb Illar to 0 - - 'zt • ,J a — tan ' • _ - - a + ! a Ileame 0 as 41110 %la-1%,* 11,, 'vs AL:IL • IN s la et lilt I. II A , _.4.0 4 e, # N 3 1: IL_ i. - . _ _ _ . ..., it. is iair._ ! 11. � + ( IN jcitile 1 / __ _ _ _ _ I. '� a - arm as_ - .a s * a I. 'at* ti._ .1 ii IN it . . .7 ir r t •y ti - •• • a AP° IP . 1MA • MI.. • a r 4 31 4 • P. rAA eV c _ ___ ...... ...... _ _ P . " - ,, ` ... ,„„ 4, wil 7 ' - f _ sal, I. "lit Y ,,,I I I 1 iiiilli ill r a i ille f y, ti I in , _ i 0 „� „it) ' lee- Artisig, . - . . ir di lkire - avidt4111/4 J. 4f 4 4 r Iht.lir _ air , L - I E r i 14 si . f d.t s Exhibit E R Operating Company, LP Structures and Easements Kersey Mine_112 Reclamation Operation PROPERTY DESCRIPTION : WELLS RANCH LLLP , A COLORADO LIMITED LIABILITY LIMITED PARTNERSHIP WHICH ACQUIRED TITLE AS LAND SURVEY PLAT WELLS RANCH , A COLORADO GENERAL PARTNERSHIP THE SOUTH HALF OF SECTION 34 , TOWNSHIP 6 NORTH , PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . RANGE 63 WEST OF THE 6TH P . M . ; SECTION 2 ; SECTION 3 ; SECTION 5 ; E 1 /2 OF SECTION 10 ; SECTION 11 ; is 20 2 2.2 73 24 19 20 21 UU SECTION 14 ; SECTION 15 ; TOWNSHIP 5 NORTH , RANGE 63 WEST , OF THE 6TH P . M . , AND WELLS RANCH LLLP , A SECTIONS 2 , 3 , 1 1 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . COLORADO LIMITED LIABILITY LIMITED PARTNERSHIP WHICH ACQUIRED TITLE AS WELLS RANCH , A COLORADO GENERAL PARTNERSHIP AND WELLS RANCH LLLP , A COLORADO LIMITED LIABILITY LIMITED PARTNERSHIP AND WELD COUNTY , COLORADO VEDA D . SCHAFER AND DARLA HILLMAN AND DEBRA MCLAWCHLIN AND RICHARD DENNIS KRAUSE AND CAROL 34 29 29 27 26 25 30 29' 28 27 LOUISE BRANDT AND RAYE ANN YAPP AND RAYMOND C . DRASBEK AND BUILDING FUND OF THE PORTLAND ELKS LODGE , B . P . O . E . NO . 142 AND JOHN LEMONDS AND BRANDI FLORES BRENTARI AND JOHN F . PREBISH AND _ _ _ - GERRY BRENTARI AND ROYCE E . DUNDAS AS TO THE W 1 /2 OF SECTION 10 , TOWNSHIP 5 NORTH , RANGE 63 SITE WEST, OF THE 6TH P . M AS THEIR INTERESTS MAY APPEAR . 31 32 33 3 t 32 3j. 34. SCHEDULE B2 EXCEPTIONS : SEC 34 1i6 04 01 06 05 04 03 THIS PROPERTY MAY BE SUBJECT TO THE TERMS , PROVISIONS , COVENANTS , CONDITIONS , T6N, R63W RESTRICTIONS , OBLIGATIONS AND RESERVATIONS CONTAINED IN THE FOLLOWING RECORDED (SHEET 3 ) INSTRUMENTS . ASCENT GEOMATICS SOLUTIONS RELIED UPON TITLE COMMITMENTS , AS LISTED BELOW , PREPARED BY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY FOR BOUNDARY AND EASEMENT SHEET INDEX : 07 a's 09 12 'Cl RB 09 10 INFORMATION . I I 1 . COVER PAGE - CERTIFICATES - SCHEDULE B-2 EXCEPTIONS 2 . SCHEDULE B-2 EXCEPTIONS STATE OF COLORADO BY AND THROUGH ITS STATE LAND DEPARTMENT, PER COMMITMENT FILE NO . 51/2 51 /2 3 . SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST FCC25208396-2 ; SEC 34 4 . SECTION 3 , TOWNSHIP 5 NORTH , RANGE 63 WEST iS 17 16 i i i 1615 T6N _ _ _ _ 5 . SECTION 10 , TOWNSHIP 5 NORTH , RANGE 63 WEST 1 . ANY FACTS, RIGHTS, INTERESTS, OR CLAIMS THEREOF , NOT SHOWN BY THE PUBLIC RECORDS BUT THAT COULD BE T5N 6 . SECTION 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST ASCERTAINED BY AN INSPECTION OF THE LAND OR THAT MAY BE ASSERTED BY PERSONS IN POSSESSION OF THE LAND . 7 . SECTION 2 , TOWNSHIP 5 NORTH , RANGE 63 WEST Fp aa�� 2y ry Y LAY' L. in 7 fl 21 22 2 . EASEMENTS, LIENS OR ENCUMBRANCES, OR CLAIMS THEREOF, NOT SHOWN BY THE PUBLIC RECORDS . I 8 . SECTION 11 , TOWNSHIP 5 NORTH , RANGE 63 WEST - - - - - 9 . SECTION 14 , TOWNSHIP 5 NORTH , RANGE 63 WEST SOUTH PLATTE _ 3. ANY ENCROACHMENT, ENCUMBRANCE, VIOLATION , VARIATION , OR ADVERSE CIRCUMSTANCE AFFECTING THE TITLE THAT j WOULD BE DISCLOSED BY AN ACCURATE AND COMPLETE LAND SURVEY OF THE LAND AND NOT SHOWN BY THE PUBLIC RECORDS . RIVER ER 4. ANY LIEN , OR RIGHT TO A LIEN , FOR SERVICES, LABOR OR MATERIAL HERETOFORE OR HEREAFTER FURNISHED, IMPOSED PROPOSED LEASE SEC 3 SEC 2 2. 28 27 BY LAW AND NOT SHOWN BY THE PUBLIC RECORDS . BOUNDARY T5N. R6 3 W T 5N, R6 SW 1 � g i 5. DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS , IF ANY, CREATED, FIRST APPEARING IN THE (SHEET 4 ) (SH ryEET / ) 1 32 33 14 35 36 3fl 3 3 ,1 PUBLIC RECORDS OR ATTACHING SUBSEQUENT TO THE EFFECTIVE DATE HEREOF BUT PRIOR TO THE DATE OF THE PROPOSED INSURED ACQUIRES OF RECORD FOR VALUE THE ESTATE OR INTEREST OR MORTGAGE THEREON COVERED BY THIS COMMITMENT . I 6. (A) TAXES OR ASSESSMENTS THAT ARE NOT SHOWN AS EXISTING LIENS BY THE RECORDS OF ANY TAXING AUTHORITY AREA TABLE : THAT LEVIES TAXES OR ASSESSMENTS ON REAL PROPERTY OR BY THE PUBLIC RECORDS ; ( B) PROCEEDINGS BY A PUBLIC AGENCY THAT MAY RESULT IN TAXES OR ASSESSMENTS , OR NOTICES OF SUCH PROCEEDINGS, WHETHER OR NOT SHOWN BY THE RECORDS _ _ _ _ _ SECTION AREA (ACRES) M/L VICINITY MAP OF SUCH AGENCY OR BY THE PUBLIC RECORDS . NOT TO SCALE T6N- R63W- PART OF 34 160.44 7 . (A) UNPATENTED MINING CLAIMS ; ( B) RESERVATIONS OR EXCEPTIONS IN PATENTS OR IN ACTS AUTHORIZING THE T5N- R63W-3 639 . 51 ISSUANCE THEREOF ; (C) WATER RIGHTS, CLAIMS OR TITLE TO WATER. T5N- R63W- 10 643 .35 8. EXISTING LEASES AND TENANCIES, IF ANY . T5N- R63W- 15 632 .45 SEC 10 SEC 11 GENERAL NOTES : 9. RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND TOWNSHIP LINES, AS ESTABLISHED BY THE T5N - R63W-2 638.95 BOARD OF COUNTY COMMISSIONERS FOR WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273 . (VACATED PER T5N, R63W T5N, R63W T5N - R63W- 11 643 .96 1 . BASIS OF BEARINGS : BEARINGS ARE ASSUMED AND BASED UPON THE BEARING OF N04° 39'27"W WELD COUNTYDOCUMENTREC. NO. 3441938, DOES NOTAFFECT) ( SHEET 5 ) ( SHEET 8 ) T5N- R63W- 14 638.89 BETWEEN THE SOUTHWEST CORNER OF SECTION 15 , T5N R63W, MONUMENTED BY A 1 - 1 /2" PIPE 10 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN AND 3" ALUMINUM CAP STAMPED " LS 4845" AND THE WEST 1 /4 CORNER OF SAID SECTION 15 , OVERALLAGREAGE 3997.56 MONUMENTED BY A 1 - 1 /2" STEEL PIPE AND 3" ALUMINUM CAP STAMPED " LS 7242" AS SHOWN ON UNITED STATES PATENT RECORDED FEBRUARY 25, 1913 IN BOOK 370 AT PAGE 454 . (DOES NOT AFFECT) SHEET 6 , HEREON . BEARINGS SHOWN ARE BASED ON COLORADO STATE PLANE NORTH 11 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN COORDINATES ( NAD83) . UNITED STATES PATENT RECORDED AUGUST 08, 1917 IN BOOK 461 AT PAGE 306 . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT.) _ _ 2 . UNIT OF MEASUREMENT: THE UNIT OF MEASUREMENT USED IN THIS SURVEY IS U . S . SURVEY FEET. 12 . RESERVATION OF ALL COAL AND THE RIGHT TO PROSPECT IN DEED RECORDED AUGUST 08, 1917 IN BOOK 461 AT PAGE PURSUANT TO C . R . C . 38-52 . 103(2 ) METRIC CONVERSION IS : ONE METER EQUALS 3937/ 1200 FEET . 306 . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT.) I DISTANCES ARE REPORTED AT GROUND . TO OBTAIN GRID DISTANCES MULTIPLY BY 0 .99974226 . 13 . OIL AND GAS LEASE RECORDED APRIL 22 , 1980 UNDER RECEPTION NO . 1822997 AND ANY AND ALL ASSIGNMENTS THEREOF , I 3 . STATUTE OF LIMITATIONS : NOTICE : ACCORDING TO COLORADO STATE LAW YOU MUST OR INTEREST THEREIN . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT.) I t COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS 14 . OIL AND GAS LEASE RECORDED APRIL 22 , 1980 UNDER RECEPTION NO . 1822999 AND ANY AND ALL ASSIGNMENTS THEREOF , SEC 15 P SEC 14 AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY OR INTEREST THEREIN . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT.) T5N, R63W T5N, R63W DEFECT IN THIS SURVEY BE COMMENCED MORE THAN 10 YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON . 15 . OIL AND GAS LEASE RECORDED MARCH 30, 1988 UNDER RECEPTION NO . 02136098 AND ANY AND ALL ASSIGNMENTS ( SHEET 6 ) (SHEET 9 ) THEREOF, OR INTEREST THEREIN . (AFFECTS SECTION 34, BLANKET IN NATURE, INSUFFICIENT INFORMATION TO PLOT.) 4 . TITLE COMMITMENT NOTE : THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY ASCENT ATERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE t GEOMATICS SOLUTIONS TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD . FOR ALL INFORMATION REGARDING EASEMENT, RIGHT-OF-WAYS , AND TITLE OF RECORD ASCENT RIGHT-OF-WAY GRANT RECORDED JANUARY 18, 1990 UNDER RECEPTION NO . 02203049. (PLOTTED, SHOWN HEREON) � 0 2000' 4000' GEOMATICS SOLUTIONS RELIED UPON INFORMATION PROVIDED BY OLD REPUBLIC NATIONAL ATERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE I TITLE INSURANCE COMPANY , RESEARCH FOR EASEMENTS , RIGHT-OF-WAYS , AND TITLE OF RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077377 . (PLOTTED, SHOWN GRAPHIC SCALE : 1 " = 2000' RECORD SHOULD BE DONE BEFORE ANY IMPROVEMENTS ARE PLANNED FOR THIS SITE . HEREON) 18 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE 5 . RECORD DISTANCES ARE SHOWN FROM GLO NOTES OF TOWNSHIP 6 NORTH , RANGE 63 WEST , RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077384 . (PLOTTED, SHOWN AND TOWNSHIP 5 NORTH , RANGE 63 WEST, 6TH PRICIPAL MERIDIAN , DATED OCTOBER 20 , 1870 HEREON) AND DECEMBER 20 , 1869 , RESPECTIVELY. 19 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE 6 . DATE OF SURVEY: THE FIELD WORK FOR THE SURVEY WAS COMPLETED ON DECEMBER 11 , 2023 . RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE RECORDED FEBRUARY 14, 2005 UNDER RECEPTION NO . 3260959 . (PLOTTED, 28 . RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND 41 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET 49. EXISTING LEASES AND TENANCIES, IF ANY. SHOWN HEREON) TOWNSHIP LINES , AS ESTABLISHED BY THE BOARD OF COUNTY COMMISSIONERS FOR FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273 . RESOLUTION RECORDED FEBRUARY 14, 2005 UNDER RECEPTION NO . 3260959 . (PLOTTED, SHOWN 50. RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND 7 . PROPOSED LEASE BOUNDARY AND SITE ENTRANCE PROVIDED BY CLIENT, DOCUMENTATION FOR 20. TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE VACATING PORTIONS OF WELD COUNTY ROADS RECORDED DECEMBER 14, 2006 UNDER HEREON) TOWNSHIP LINES , AS ESTABLISHED BY THE BOARD OF COUNTY COMMISSIONERS FOR THIS NOT COVERED IN TITLE . RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE RECORDED MARCH 29, 2006 UNDER RECEPTION NO . 3374183 . (DOES NOT RECEPTION NO . 3441938. (AFFECTS SECTIONS 2, 3, 10, 11, 14, AND 15. BLANKET IN NATURE. WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273 . (VACATED PER DID NOT PLOT.) 42 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET WELD COUNTY DOCUMENT REC. NO. 3441938, DOES NOT AFFECT) AFFECT) FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE 29 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE RECORDED MARCH 29, 2006 UNDER RECEPTION NO . 3374183. (DOES NOT AFFECT) 51 . UNION PACIFIC RAILROAD COMPANY RESERVATIONS OF ALL OIL, COAL AND OTHER 21 . TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF AGREEMENT UNITED STATES, AS RESERVED IN UNITED STATES PATENT RECORDED DECEMBER 19, 1913 MINERALS; THE RIGHT TO PROSPECT AND MINE ; THE RIGHT OF INGESS , EGRESS AND RECORDED APRIL 03, 2007 UNDER RECEPTION NO . 3466104 AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 AND IN BOOK 385 AT PAGE 542 . (AFFECTS SECTION 2. BLANKET IN NATURE. DID NOT PLOT.) 43 . MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . REGRESS ; THE RIGHT TO MAINTAIN AND OPERATE ITS RAILROADS IN ITS PRESENT FORM SURVEYORS STATEMENT : AMENDED DECEMBER 14, 2015 UNDER RECEPTION NO . 4165104 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT PLOT.) OF CONSTRUCTION AND TO MAKE ANY CHANGE IN THE FORM OF CONSTRUCTION OR I , BRANDON A. MOSER , A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO DO PLOT.) 30. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE METHOD OF OPERATION OF SAID RAILROAD; AS STATED IN WARRANTY DEED RECORDED HEREBY STATE THAT THE SURVEY (AS DEFINED IN 12-25-202(6)(A) , C . R .S ) AND THIS RESULTING PLAT WAS UNITED STATES, AS RESERVED IN UNITED STATES PATENT RECORDED JANUARY 19, 1915 44 . TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN APRIL 7, 1916 IN BOOK 445 AT PAGE 24 . (AFFECTS SECTIONS 3, 11, AND 15. BLANKET IN MADE UNDER MY RESPONSIBLE CHARGE AND IS IN ACCORDANCE WITH APPLICABLE STANDARDS OF 22 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED AUGUST 15, 2007 IN BOOK 396 AT PAGE 472 . (AFFECTS SECTION 2. BLANKET IN NATURE. DID NOT PLOT.) MEMORANDUM OF AGREEMENT RECORDED APRIL 03, 2007 UNDER RECEPTION NO . 3466104 NATURE. DID NOT PLOT.) UNDER RECEPTION NO . 3497279. (AFFECTS SECTION 34, T6N, R63WAND SECTIONS 2, 3, 10, 11, 14, T5N, R63W. BLANKET IN NATURE. AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 AND AMENDED PRACTICE AND THAT THE MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THAT THIS PLAT AND THE 31 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE DECEMBER 14, 2015 UNDER RECEPTION NO . 4165104. (AFFECTS ALL SUBJECT SECTIONS. 52 . TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET NOTES SHOWN HEREON ACCURATELY REPRESENTS SAID SURVEY TO THE BEST OF MY KNOWLEDGE , DID NOT PLOT.) UNITED STATES, AS RESERVED IN UNITED STATES PATENT RECORDED OCTOBER 31 , 1921 BLANKET IN NATURE. DID NOT PLOT.) FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT RECORDED JANUARY 18, 1990 IN BOOK 595 AT PAGE 400. (AFFECTS SECTION 2. BLANKET IN NATURE. DID NOT PLOT.) UNDER RECEPTION NO . 02203049. (PLOTTED, SHOWN HEREON) INFORMATION AND BELIEF . THIS STATEMENT IS NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED 23. MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. 45 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY OR IMPLIED . BLANKET IN NATURE. DID NOT PLOT) 32 . TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN INSTRUMENT RECORDED AUGUST 15, 2007 UNDER RECEPTION NO . 3497279 . (AFFECTS 53. REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY RESOLUTION RECORDED SEPTEMBER 28, 1931 UNDER RECEPTION NO . 630211 . (AFFECTS SECTION 34, T6N, R63WAND SECTIONS 2, 3, 10, 11 , 14, T5N, R63W. BLANKET IN NATURE. DID INSTRUMENT RECORDED MAY 28, 2002 UNDER RECEPTION NO . 2955126 . (AFFECTS 24. TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF SURFACE DAMAGE TOWNSHIP 5 NORTH, RANGE 63 WEST. BLANKET IN NATURE. DID NOT PLOT.) OT PLOT.) SECTION 3. BLANKET IN NATURE. DID NOT PLOT.) AND RELEASE AGREEMENT RECORDED JULY 20, 2011 UNDER RECEPTION NO . 3781009 . (AFFECTS SECTION 34. BLANKET IN NATURE. DID NOT PLOT) 33. OIL AND GAS LEASE RECORDED APRIL 22 , 1980 UNDER RECEPTION NO . 1822997 AND 46 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET 54. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN . (AFFECTS SECTION 34, FORTH AND GRANTED IN RIGHT OF WAY AND EASEMENT RECORDED AUGUST 21 , 2008 FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT RECORDED DECEMBER 19, 2002 INSUFFICIENT INFORMATION TO PLOT.) U DER RECEPTION NO . 3573700 . (PLOTTED, SHOWN HEREON) UNDER RECEPTION NO . 3016421 . (PLOTTED, SHOWN HEREON) 25. TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE RECORDED OCTOBER 11 , 2011 UNDER RECEPTION NO . 3797974 . (PLOTTED, 34. OIL AND GAS LEASE RECORDED APRIL 22 , 1980 UNDER RECEPTION NO . 1822999 AND 47 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET o SHOWN HEREON) ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN . (AFFECTS SECTION 34, FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT RECORDED MAY 09, 2016 UNDER 55. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET INSUFFICIENT INFORMATION TO PLOT.) RECEPTION NO . 4201578. (PLOTTED, SHOWN HEREON) FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE 0 26. TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077377. (PLOTTED, SHOWN HEREON) 9 RIGHT-OF-WAY GRANT RECORDED SEPTEMBER 30, 2015 UNDER RECEPTION NO . 4146283 . NOTE : THE FOLLOWING NOTICES 35. OIL AND GAS LEASE RECORDED MARCH 30, 1988 UNDER RECEPTION NO . 02136095 48 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET 3 PURSUANT TO CRS 9-1 .5-103 CONCERNING UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK AND RECORDER. THESE AND ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN . (AFFECTS SECTION 2, FORTH AND GRANTED IN GRANT OF RIGHT-OF-WAY RECORDED FEBRUARY 19, 2020 UNDER 56. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET N STATEMENTS ARE GENERAL AND DO NOT NECESSARILY GIVE NOTICE OF UNDERGROUND FACILITIES WITHIN THE SUBJECT INSUFFICIENT INFORMATION TO PLOT.) RECEPTION NO . 4567442 AND AMENDED JUNE 11 , 2020 UNDER RECEPTION NO . 4598079. FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE I NOTE : THE FOLLOWING NOTICES PURSUANT TO CRS 9-1 .5-103 CONCERNING RECORDED JUNE 25, 2003 UNDER RECEPTION NO . 3077384. (PLOTTED, SHOWN HEREON) PROPERTY : (A) MOUNTAIN BELL TELEPHONE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705. (B ) WESTERN 36. OIL AND GAS LEASE RECORDED DECEMBER 05, 1991 UNDER RECEPTION NO . UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK AND RECORDER. THESE SLOPE GAS COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . 1919757 . (C) ASSOCIATED NATURAL GAS, INC . RECORDED w02271240 AND ANY AND ALL ASSIGNMENTS THEREOF , OR INTEREST THEREIN . (AFFECTS STATEMENTS ARE GENERAL AND DO NOT NECESSARILY GIVE NOTICE OF UNDERGROUND A TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED OCTOBER 1 , 1984 AT RECEPTION NO . 1983584 AND RECORDED MARCH 3, SECTION 2, INSUFFICIENT INFORMATION TO PLOT.) FACILITIES WITHIN THE SUBJECT PROPERTY : (A) MOUNTAIN BELL TELEPHONE COMPANY, FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE al 1988 AT RECEPTION NO . 2132709 AND RECORDED APRIL 10, 1989 AT RECEPTION NO . 2175917 . (D) PANHANDLE EASTERN PIPE LINE RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705 . (B) WESTERN SLOPE GAS RECORDED FEBRUARY 14, 2005 UNDER RECEPTION NO . 3260959. (PLOTTED, SHOWN COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870756 AND RECORDED JUNE 26, 1986 AT RECEPTION NO . 2058722 . (E) 37. OIL AND GAS LEASE RECORDED OCTOBER 15, 2002 UNDER RECEPTION NO . COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . 1919757. (C) ASSOCIATED HEREON.) COLORADO INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784. (F ) UNION RURAL ELECTRIC 2996355 AND ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN . (AFFECTS NATURAL GAS, INC . , RECORDED JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION NO . 1871004. (G ) WESTERN GAS SUPPLY COMPANY, RECORDED SECTION 2. INSUFFICIENT INFORMATION TO PLOT.) OCTOBER 1 , 1984 AT RECEPTION NO . 1983584 AND RECORDED MARCH 3, 1988 AT EXCEPTIONS CONTINUED ON SHEET 2 a APRIL 2 , 1985 AT RECEPTION NO . 2004300 . ( H ) PUBLIC SERVICE COMPANY OF COLORADO, RECORDED NOVEMBER 9, 1981 AT RECEPTION NO . 2132709 AND RECORDED APRIL 10, 1989 AT RECEPTION NO . 2175917 . (D ) RECEPTION NO . 1874084 . ( I ) ST. VRAIN SANITATION DISTRICT, RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975. (J ) LEFT 38. OIL AND GAS LEASE RECORDED OCTOBER 17, 2002 UNDER RECEPTION NO . PANHANDLE EASTERN PIPE LINE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION o HAND WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977 . ( K) UNITED POWER, INC . , RECORDED JANUARY 24, 2996981 AND ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN . (AFFECTS NO . 1870756 AND RECORDED JUNE 26, 1986 AT RECEPTION NO . 2058722 . (E ) COLORADO M SECTION 2, INSUFFICIENT INFORMATION TO PLOT.) INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784. (F ) ml 1991 AT RECEPTION NO . 2239296 . ( L) WIGGINS TELEPHONE ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . UNION RURAL ELECTRIC ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION V ( ITEMS 8 THROUGH 26 AFFECT SECTION 34) . (PLOTTED, SHOWN HEREON.) 39. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS NO . 1871004 . (G ) WESTERN GAS SUPPLY COMPANY, RECORDED APRIL 2 , 1985 AT ET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE RECEPTION NO . 2004300. (H ) PUBLIC SERVICE COMPANY OF COLORADO , RECORDED 27. EXISTING LEASES AND TENANCIES, IF ANY . SITE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077384. (PLOTTED, SHOWN NOVEMBER 9, 1981 AT RECEPTION NO . 1874084. ( I ) ST . VRAIN SANITATION DISTRICT, HEREON) RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975 . (J ) LEFT HAND WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977. (K) UNITED POWER, 40. OIL AND GAS LEASE RECORDED MARCH 16, 2004 UNDER RECEPTION NO . 3162341 AND INC . , RECORDED JANUARY 24, 1991 AT RECEPTION NO . 2239296 . (L) WIGGINS TELEPHONE ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN . (AFFECTS SECTION 2, ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . (PLOTTED, o INSUFFICIENT INFORMATION TO PLOT.) SHOWN HEREON) 0 a z Y N0 . DATE : REVISION DESCRIPTION NAME PFS SIGNATURE DATE oPREPARED BY : THIS O AND ANY OTHER MN IA PROJECT Vv' COLORADO SAND COMPANY 31 COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 PREPARED BY ASCENT GEOMATICS SOLUTIONS. LLC EXISTING CONDITIONS o FOR A DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED j REPRESENTED TO BE SUITABLE FOR REUSE IN LAND SURVEY PLAT WHOLE OR IN PART ON EXTENSIONS OF THE QC REVIEW 0 PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions 0 o MODIFICATION, OF ANY UTILIZATION IF NOT A 8620 WolffCt APPROVED CLIENT PROJECT NO . N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT Westminster, Colorado 80031 m EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS GEDMATICS SOLUTI INS I SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE CLIENT SIGNATURE DATE V ASCENT PROJECT NO . B23 .TRC . 0001 UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : AS-SHOWN SHEET NO. APPROVED 1 OF 9 LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . WELD COUNTY , COLORADO 94. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES 130 . OIL AND GAS LEASE RECORDED APRIL 22, 1980 UNDER RECEPTION NO . 1822997 AND ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST 58 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED AUGUST 15, 2007 UNDER PATENT RECORDED MARCH 07, 1921 IN BOOK 595 AT PAGE 284 . (AFFECTS SECTION 10. BLANKET IN NATURE. DID NOT PLOT) THEREIN . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT) RECEPTION NO . 3497279 . (AFFECTS SECTION 34, T6N, R63WAND SECTIONS 2, 3, IQ 11, 14, T5N, R63W. BLANKET IN NATURE. DID NOT PLOT) 95. OIL AND GAS LEASE RECORDED APRIL 22 , 1980 UNDER RECEPTION NO . 1822999 AND ANY AND ALL ASSIGNMENTS THEREOF , OR INTEREST 131 . OIL AND GAS LEASE RECORDED APRIL 22, 1980 UNDER RECEPTION NO . 1822999 AND ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST 59 . MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. THEREIN . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT.) THEREIN . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT) DID NOT PLOT) 96. OIL AND GAS LEASE RECORDED APRIL 22 , 1980 UNDER RECEPTION NO . 1822997 AND ANY AND ALL ASSIGNMENTS THEREOF , OR INTEREST 132 . OIL AND GAS LEASE RECORDED MARCH 30, 1988 UNDER RECEPTION NO . 02136097 AND ANY AND ALL ASSIGNMENTS THEREOF , OR 60 . TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS ASSET FORTH IN MEMORANDUM OF AGREEMENT RECORDED APRIL 03, THEREIN . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT.) INTEREST THEREIN . (AFFECTS SECTION 14, INSUFFICIENT INFORMATION TO PLOT) 2007 UNDER RECEPTION NO . 3466104 AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 AND AMENDED DECEMBER 14, 2015 INT ER RECEPTION NO . 4165104. (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT PLOT ) 97. OIL AND GAS LEASE RECORDED MARCH 30, 1988 UNDER RECEPTION NO . 02136096 AND ANY AND ALL ASSIGNMENTS THEREOF, OR 133 . OIL AND GAS LEASE RECORDED DECEMBER 05, 1991 UNDER RECEPTION NO . 02271237 AND ANY AND ALL ASSIGNMENTS THEREOF , OR INTEREST THEREIN . (AFFECTS SECTION 10, INSUFFICIENT INFORMATION TO PLOT.) INTEREST THEREIN . (AFFECTS SECTION 14, INSUFFICIENT INFORMATION TO CLOT ) TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY NT WITH RECEIVER/VALVE SITE RECORDED NOVEMBER 07, 2007 UNDER RECEPTION NO . 3515967 . (PLOTTED, SHOWN HEREON) tNT TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 134 . OIL AND GAS LEASE RECORDED DECEMBER 01 , 2003 UNDER RECEPTION NO . 3130700 AND ANY AND ALL ASSIGNMENTS THEREOF, OR NT RECORDED FEBRUARY 12 , 2002 UNDER RECEPTION NO . 2924436. (PLOTTED, SHOWN HEREON) INTEREST THEREIN . (AFFECTS SECTION 14, BLANKET IN NATURE. DID NOT PLOT.) TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY NT RECORDED SEPTEMBER 30, 2015 UNDER RECEPTION NO . 4146283 . (PLOTTED, SHOWN HEREON) TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 135 . TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY WITH RECEIVER/VALVE SITE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077384. (PLOTTED, SHOWN HEREON) GRANT WITH RECEIVER/VALVE SITE RECORDED MARCH 29, 2006 UNDER RECEPTION NO . 3374183 . (DOES NOTAFFECT) TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY NT RECORDED MAY 09, 2016 UNDER RECEPTION NO . 4201578 . (PLOTTED, SHOWN HEREON) aT TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 136 . TERMS , CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN LONG-TERM ROAD MAINTENANCE AND IMPROVEMENTS RECORDED AUGUST 26, 2002 UNDER RECEPTION NO . 2981170. (PLOTTED, SHOWN HEREON) AGREEMENT RECORDED NOVEMBER 30, 2006 UNDER RECEPTION NO . 3438390 . (AFFECTS SECTIONS 14 AND 5, INSUFFICIENT INFORMATION TO TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY PLOT) RECORDED MAY 09, 2016 UNDER RECEPTION NO . 4201585 . NOTE : THE FOLLOWING NOTICES PURSUANT TO CRS 9-1 . 5- 103 CONCERNING 101 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK AND RECORDER . THESE STATEMENTS ARE GENERAL AND DO NOT T RECORDED OCTOBER 22 , 2003 UNDER RECEPTION NO . 3119402 . (PLOTTED, SHOWN HEREON) 137 . TERMS , CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF AGREEMENT RECORDED APRIL 03, NECESSARILY GIVE NOTICE OF UNDERGROUND FACILITIES WITHIN THE SUBJECT PROPERTY: (A) MOUNTAIN BELL TELEPHONE COMPANY, 2007 UNDER RECEPTION NO . 3466104 AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 AND AMENDED DECEMBER 14, 2015 RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705. (B ) WESTERN SLOPE GAS COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . 102 . MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. UNDER RECEPTION NO . 4165104 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT PLOT.) 1919757 . (C) ASSOCIATED NATURAL GAS, INC . , RECORDED JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED OCTOBER 1 , 1984 AT DID NOT PLOT.) RECEPTION NO . 1983584 AND RECORDED MARCH 3, 1988 AT RECEPTION NO . 2132709 AND RECORDED APRIL 10, 1989 AT RECEPTION NO . 138 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED AUGUST 15, 2007 UNDER 2175917 . (D ) PANHANDLE EASTERN PIPE LINE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870756 AND RECORDED JUNE 26, 103 . OIL AND GAS LEASE RECORDED MARCH 11 , 2008 UNDER RECEPTION NO . 3540871 AND ANY AND ALL ASSIGNMENTS THEREOF , OR RECEPTION NO . 3497279 . (AFFECTS SECTION 34, T6N, R63WAND SECTIONS 2, 3, 10, 11, 14, T5N, R63W. BLANKET IN NATURE. DID NOT PLOT.) 1986 AT RECEPTION NO . 2058722 . ( E) COLORADO INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784. (F ) I TEREST THEREIN . (AFFECTS SECTION 10.) UNION RURAL ELECTRIC ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION NO . 1871004. (G ) WESTERN GAS SUPPLY COMPANY, 139 . THE EFFECT OF USR-1562 MAP , RECORDED NOVEMBER 20, 2007, UNDER RECEPTION NO . 3518475 . (DOES NOT AFFECT) RECORDED APRIL 2, 1985 AT RECEPTION NO . 2004300. (H ) PUBLIC SERVICE COMPANY OF COLORADO , RECORDED NOVEMBER 9, 1981 AT 104 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS ABS EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECEPTION NO . 1874084 . ( 1 ) ST. VRAIN SANITATION DISTRICT, RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975. (J ) LEFT HAND T WITH RECEIVER/VALVE SITE RECORDED DECEMBER 12, 2008 UNDER RECEPTION NO . 3594663 . (PLOTTED, SHOWN HEREON) 140. REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED DECEMBER 21 , 2007 UNDER WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977 . ( K) UNITED POWER, INC . , RECORDED JANUARY 24, 1991 AT RECEPTION NO . 3525268 . (AFFECTS SECTION 14. BLANKET IN NATURE. DID NOT PLOT) RECEPTION NO . 2239296 . ( L) WIGGINS TELEPHONE ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . (PLOTTED, SHOWN 105 . TERMS, CONDITIONS, PROVISIONS , BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF SURFACE DAMAGE AND RELEASE HEREON) AGREEMENT RECORDED NOVEMBER 18, 2010 UNDER RECEPTION NO . 3733247. (AFFECTS SECTION 10. BLANKET IN NATURE. DID NOT PLOT.) 141 . MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. OR OT PLOT) 65 . EXISTING LEASES AND TENANCIES, IF ANY . 106 . TERMS, CONDITIONS, PROVISIONS , BURDENS AND OBLIGATIONS ASSET FORTH IN MEMORANDUM OF SURFACE DAMAGE AND RELEASE AGREEMENT RECORDED JULY 27, 2010 UNDER RECEPTION NO . 3707700. (AFFECTS SECTION 10. BLANKET IN NATURE. DID NOT PLOT.) TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN NON-EXCLUSIVE PIPELINE 66 . RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND TOWNSHIP LINES, AS ESTABLISHED BY THE BOARD OF T-OF-WAY GRANT RECORDED FEBRUARY 26, 2008 UNDER RECEPTION NO . 3537452 . (PLOTTED, SHOWN HEREON) COUNTY COMMISSIONERS FOR WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273. (VACATED PER WELD COUNTY 107 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED MAY 17, 2013 UNDER RECEPTION DOCUMENT REC. NO. 3441938, DOES NOT AFFECT) NO . 3932986 . (AFFECTS SECTION 10. BLANKET IN NATURE. DID NOT PLOT.) TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT RECORDED OCTOBER 11 , 2011 UNDER RECEPTION NO . 3797973 . NOTE : THE FOLLOWING NOTICES PURSUANT TO CRS 9-1 .5-103 67 . UNION PACIFIC RAILROAD COMPANY RESERVATIONS OF ALL OIL, COAL AND OTHER MINERALS; THE RIGHT TO PROSPECT AND MINE; THE 108 . TERMS, CONDITIONS, PROVISIONS , BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF AGREEMENT RECORDED APRIL 03, CONCERNING UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK AND RECORDER. THESE STATEMENTS ARE GENERAL AND DO RIGHT OF INGESS , EGRESS AND REGRESS; THE RIGHT TO MAINTAIN AND OPERATE ITS RAILROADS IN ITS PRESENT FORM OF CONSTRUCTION 2007 UNDER RECEPTION NO . 3466104 AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 ABS AMENDED DECEMBER 14, 2015 NOT NECESSARILY GIVE NOTICE OF UNDERGROUND FACILITIES WITHIN THE SUBJECT PROPERTY: (A) MOUNTAIN BELL TELEPHONE COMPANY, AND TO MAKE ANY CHANGE IN THE FORM OF CONSTRUCTION OR METHOD OF OPERATION OF SAID RAILROAD; AS STATED IN WARRANTY DEED UNDER RECEPTION NO . 4165104 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT PLOT) RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705 . (B ) WESTERN SLOPE GAS COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . RECORDED FEBRUARY 16, 1901 IN BOOK 183 AT PAGE 74 . RESOLUTION VACATING PORTIONS OF WELD COUNTY ROADS RECORDED DECEMBER 1919757 (C) ASSOCIATED NATURAL GAS, INC . , RECORDED JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED OCTOBER 1 , 1984 AT AAA 14, 2006 UNDER RECEPTION NO . 3441938 . (DOES NOT AFFECT) 109 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECEPTION NO . 1983584 AND RECORDED MARCH 3, 1988 AT RECEPTION NO . 2132709 AND RECORDED APRIL 10, 1989 AT RECEPTION NO . T RECORDED SEPTEMBER 30, 2015 UNDER RECEPTION NO . 4146283 . (PLOTTED, SHOWN HEREON) 2175917 . (D) PANHANDLE EASTERN PIPE LINE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870756 AND RECORDED JUNE 26, 68 . OIL AND GAS LEASE RECORDED SEPTEMBER 20, 1983 UNDER RECEPTION NO . 01941052 AND ANY ABS ALL ASSIGNMENTS THEREOF, OR 1986 AT RECEPTION NO . 2058722 . (E) COLORADO INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784 . (F ) INTEREST THEREIN . (DOES NOT AFFECT) UNION RURAL ELECTRIC ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION NO . 1871004 . (G ) WESTERN GAS SUPPLY COMPANY, 110 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECORDED APRIL 2 , 1985 AT RECEPTION NO . 2004300 . ( H ) PUBLIC SERVICE COMPANY OF COLORADO, RECORDED NOVEMBER 9, 1981 AT 69 . TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN SURFACE OWNER'S AGREEMENT RECORDED GRANT RECORDED MAY 09, 2016 UNDER RECEPTION NO . 4201578. NOTE : THE FOLLOWING NOTICES PURSUANT TO CRS 9- 1 . 5-103 CONCERNING RECEPTION NO . 1874084 . ( 1 ) ST. VRAIN SANITATION DISTRICT, RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975. (J ) LEFT HAND OCTOBER 22 , 1984 UNDER RECEPTION NO . 01985811 . (DOES NOTAFFECT) UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK AND RECORDER . THESE STATEMENTS ARE GENERAL AND DO NOT WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977 . (K) UNITED POWER, INC . , RECORDED JANUARY 24 , 1991 AT NECESSARILY GIVE NOTICE OF UNDERGROUND FACILITIES WITHIN THE SUBJECT PROPERTY : (A) MOUNTAIN BELL TELEPHONE COMPANY, RECEPTION NO . 2239296 . (L) WIGGINS TELEPHONE ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . ( ITEMS 125 70 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN EASEMENT RECORDED RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705 . (B) WESTERN SLOPE GAS COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . THROUGH 143 AFFECT SECTION 14) (AFFECTS SECTION 14. INSUFFICIENT INFORMATION TO PLOT A-L.) APRIL 12 , 1988 UNDER RECEPTION NO . 02137577 . (DOES NOTAFFECT) 1919757. (C) ASSOCIATED NATURAL GAS, INC . , RECORDED JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED OCTOBER 1 , 1984 AT RECEPTION NO . 1983584 ABS RECORDED MARCH 3, 1988 AT RECEPTION NO . 2132709 ABS RECORDED APRIL 10, 1989 AT RECEPTION NO . 144 . EXISTING LEASES AND TENANCIES, IF ANY. 71 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 2175917 . (D) PANHANDLE EASTERN PIPE LINE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870756 AND RECORDED JUNE 26, GRANT RECORDED SEPTEMBER 23, 1988 UNDER RECEPTION NO . 02156541 . (DOES NOTAFFECT) 1986 AT RECEPTION NO . 2058722 . (E) COLORADO INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784 . (F) 145 . RIGHT OF WAY FOR COUNTY ROADS 999554O5 EITHER SIDE OF SECTION AND TOWNSHIP LINES , AS ESTABLISHED BY THE BOARD OF UNION RURAL ELECTRIC ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION NO . 1871004 . (G ) WESTERN GAS SUPPLY COMPANY, COUNTY COMMISSIONERS FOR WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273. RESOLUTION VACATING PORTIONS OF 72 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECORDED APRIL 2 , 1985 AT RECEPTION NO . 2004300 . (H ) PUBLIC SERVICE COMPANY OF COLORADO, RECORDED NOVEMBER 9, 1981 AT WELD COUNTY ROADS RECORDED DECEMBER 14, 2006 UNDER RECEPTION NO . 3441938 . (DOES NOTAFFECT) GRANT RECORDED MARCH 28, 1989 UNDER RECEPTION NO . 02174643 . (DOES NOT AFFECT) RECEPTION NO . 1874084. ( 1 ) ST . VRAIN SANITATION DISTRICT, RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975 . (J) LEFT HAND WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977. (K) UNITED POWER, INC . , RECORDED JANUARY 24, 1991 AT 146 . UNION PACIFIC RAILROAD COMPANY RESERVATIONS OF ALL OIL, COAL AND OTHER MINERALS; THE RIGHT TO PROSPECT AND MINE ; THE 73. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH ABS GRANTED IN PIPELINE RIGHT-OF-WAY RECEPTION NO . 2239296. (L) WIGGINS TELEPHONE ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . (PLOTTED, SHOWN RIGHT OF INGESS, EGRESS AND REGRESS ; THE RIGHT TO MAINTAIN AND OPERATE ITS RAILROADS IN ITS PRESENT FORM OF CONSTRUCTION GRANT RECORDED JANUARY 03, 1992 UNDER RECEPTION NO . 02274082 . (DOES NOT AFFECT) HEREON) AND TO MAKE ANY CHANGE IN THE FORM OF CONSTRUCTION OR METHOD OF OPERATION OF SAID RAILROAD; AS STATED IN WARRANTY DEED RECORDED APRIL 7, 1916 IN BOOK 445 AT PAGE 24. (AFFECTS 5000005 9, 11, 15. 5450004 10 NATURE. DID 004040T( 74 . TERMS, CONDITIONS , PROVISIONS, BURDENS ABS OBLIGATIONS AS SET FORTH IN SURFACE OWNER'S AGREEMENT RECORDED 111 . EXISTING LEASES ABS TENANCIES, IF ANY. FEBRUARY 02 , 1995 UNDER RECEPTION NO . 2425343 . (DOES NOTAFFECT) 147 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED MAY 28, 2002 UNDER RECEPTION 112 . RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION ABS TOWNSHIP LINES, AS ESTABLISHED BY THE BOARD OF N . 2955118 . (AFFECTS SECTION 15, BLANKET IN NATURE. DID NOT PLOT.) 75 . TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN SURFACE OWNER'S AGREEMENT RECORDED MARCH COUNTY COMMISSIONERS FOR WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273 . RESOLUTION VACATING PORTIONS OF GOT 23, 1995 UNDER RECEPTION NO . 2431272 . (DOES NOT AFFECT) WELD COUNTY ROADS RECORDED DECEMBER 14, 2006 UNDER RECEPTION NO . 3441938 . (DOES NOT AFFECT) 148 . TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY T RECORDED DECEMBER 19, 2002 UNDER RECEPTION NO . 3016422 . (PLOTTED, SHOWN HEREON) 76 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH ABS GRANTED IN PIPELINE RIGHT-OF-WAY 113 . UNION PACIFIC RAILROAD COMPANY RESERVATIONS OF ALL OIL, COAL AND OTHER MINERALS ; THE RIGHT TO PROSPECT AND MINE; THE GRANT RECORDED NOVEMBER 22, 1995 UNDER RECEPTION NO . 2464800 . (DOES NOT AFFECT) RIGHT OF INGESS, EGRESS AND REGRESS; THE RIGHT TO MAINTAIN AND OPERATE ITS RAILROADS IN ITS PRESENT FORM OF CONSTRUCTION 149 . TERMS , CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN LONG-TERM ROAD MAINTENANCE AND IMPROVEMENT AND TO MAKE ANY CHANGE IN THE FORM OF CONSTRUCTION OR METHOD OF OPERATION OF SAID RAILROAD; AS STATED IN WARRANTY DEED AGREEMENT RECORDED NOVEMBER 30, 2006 UNDER RECEPTION NO . 3438390 . (AFFECTS SECTIONS 14, 15, INSUFFICIENT INFORMATION TO 77 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECORDED APRIL 7, 1916 IN BOOK 445 AT PAGE 24 . (AFFECTS 5000005 5, 11 , 15. BLANKET IN NATURE. DID NOT PLOT.) PLOT) GRANT RECORDED DECEMBER 18, 2001 UNDER RECEPTION NO . 2909764 . (DOES NOT AFFECT) 114 . TERMS, CONDITIONS, PROVISIONS , BURDENS AND OBLIGATIONS AS SET FORTH IN SURFACE OWNER'S AGREEMENT RECORDED JUNE 04, 150 . TERMS , CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF AGREEMENT RECORDED APRIL 03, 78 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED MAY 28, 2002 UNDER RECEPTION 1982 UNDER RECEPTION NO . 01893682 . (INSUFFICIENT INFORMATION TO PLOT) 2007 UNDER RECEPTION NO . 3466104 AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 AND AMENDED DECEMBER 14, 2015 NO . 2955129 . (DOES NOT AFFECT) UNDER RECEPTION NO . 4165104 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT PLOT.) 115 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED MAY 28, 2002 UNDER RECEPTION 79 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY NO . 2955116 . (AFFECTS SECTION 11 . BLANKET IN NATURE. DID NOT PLOT.) 151 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED AUGUST 15, 2007 UNDER GRANT RECORDED JUNE 06, 2002 UNDER RECEPTION NO . 2958625 . (DOES NOT AFFECT) R CEPTION NO . 3497279 . (AFFECTS SECTION 34, T6N, R63W AND 5000005 9, 3, IQ 11, 14, 490, R63W. BLANKET IN NATURE. DID NOT PLOT.) 116 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 80. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY T WITH RECEIVER/VALVE SITE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077383 . (PLOTTED, SHOWN HEREON) 152 . TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT RECORDED AUGUST 26, 2002 UNDER RECEPTION NO . 2981171 . (DOES NOTAFFECT) GRANT WITH RECEIVER/VALVE SITE RECORDED NOVEMBER 07, 2007 UNDER RECEPTION NO . 3515967 . (AFFECTS SECTIONS 3AND 15.) 117 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 81 . TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN ROAD EASEMENT T RECORDED JANUARY 27, 2004 UNDER RECEPTION NO . 3148021 . (PLOTTED, SHOWN HEREON) 153 . THE EFFECT OF USR-1562 MAP , RECORDED NOVEMBER 20, 2007, UNDER RECEPTION NO . 3518475 . (DOES NOT AFFECT) iNT ORNED AUGUST 26, 2002 UNDER RECEPTION NO . 2981177. (DOES NOT AFFECT) 118 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS ASSET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 154. MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. 545000410054000. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH ABS GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE RECORDED MARCH 29, 2006 UNDER RECEPTION NO . 3374183 . (DOES NOT AFFECT) AG NOT PLOT) NT WITH RECEIVER/VALVE SITE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077384 . (PLOTTED, SHOWN HEREON) 119 . TERMS, CONDITIONS, PROVISIONS , BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF AGREEMENT RECORDED APRIL 03, 155 . TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS ABS EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH ABS GRANTED IN PIPELINE RIGHT-OF-WAY 2007 UNDER RECEPTION NO . 3466104 AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 ABS AMENDED DECEMBER 14, 2015 ITERMS , T RECORDED MAY 27, 2008 UNDER RECEPTION NO . 3556401 . (PLOTTED, SHOWN HEREON) WITH RECEIVER/VALVE SITE RECORDED FEBRUARY 14, 2005 UNDER RECEPTION NO . 3260959. (PLOTTED, SHOWN HEREON) UNDER RECEPTION NO . 4165104 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET 10 054000. DID NOT PLOT) CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 84 . MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. 120 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED AUGUST 15, 2007 UNDER G ANT WITH RECEIVER/VALVE SITE RECORDED DECEMBER 12 , 2008 UNDER RECEPTION NO . 3594663. (PLOTTED, SHOWN HEREON) DID NOT PLOT) RECEPTION NO . 3497279. (AFFECTS SECTION 34, 440, R63W AND SECTIONS 2, 3, 10, 11, 14Q 440, R63W. BLANKET 10 054000. DID NOT PLOT.) 157 . TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 85 . TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF AGREEMENT RECORDED APRIL 03, 121 . MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. GRANT RECORDED SEPTEMBER 30, 2015 UNDER RECEPTION NO . 4146283 . (PLOTTED, SHOWN HEREON.) 2007 UNDER RECEPTION NO . 3466104 ABS AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 AND AMENDED DECEMBER 14, 2015 A122 . NOT PLOT.) UNDER RECEPTION NO . 4165104. (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT PLOT) 158 . ANY FACTS, RIGHTS , INTERESTS OR CLAIMS WHICH ARE NOT SHOWN BY THE PUBLIC RECORDS, BUT WHICH COULD BE ASCERTAINED BY TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN RIGHT-OF-WAY GRANT MAKING INQUIRY OF THE LESSORS IN THE LEASE OR LEASES DESCRIBED OR REFERRED TO IN SCHEDULE A. 86 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECORDED JANUARY 04, 2016 UNDER RECEPTION NO . 4169979 . (AFFECTS SECTION 11, INSUFFICIENT INFORMATION TO PLOT.) GRANT WITH RECEIVER/VALVE SITE RECORDED JULY 11 , 2007 UNDER RECEPTION NO . 3489477 . (DOES NOT AFFECT) 159 . THE EFFECT OF ANY FAILURE TO COMPLY WITH THE TERMS, COVENANTS AND 123 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS ABS EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY CONDITIONS OF LEASE OR LEASES DESCRIBED OR REFERRED TO IN SCHEDULE A. 87. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS ABS EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY G ANT RECORDED MAY 09, 2016 UNDER RECEPTION NO . 4201577. (DOES NOTAFFECT) GRANT WITH RECEIVER/VALVE SITE RECORDED JULY 03, 2013 UNDER RECEPTION NO . 3945314 . (DOES NOT AFFECT) 124. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 88. THE EFFECT OF OFFICIAL DEVELOPMENT PLAN FOR SITE SPECIFIC SPECIAL REVIEW PERMIT, RECORDED SEPTEMBER 25, 2013 UNDER GET T RECORDED MAY 09, 2016 UNDER RECEPTION NO . 4201578. NOTE : THE FOLLOWING NOTICES PURSUANT TO CRS 9- 1 . 5-103 CONCERNING RECEPTION NO . 3966261 . (DOES NOTAFFECT) UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK AND RECORDER . THESE STATEMENTS ARE GENERAL AND DO NOT NECESSARILY GIVE NOTICE OF UNDERGROUND FACILITIES WITHIN THE SUBJECT PROPERTY : (A) MOUNTAIN BELL TELEPHONE COMPANY, 89. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705 . (B) WESTERN SLOPE GAS COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . RANT WITH RECEIVER/VALVE SITE RECORDED JULY 13, 2015 UNDER RECEPTION NO . 4124009 . (DOES NOT AFFECT) 1919757. (C) ASSOCIATED NATURAL GAS, INC . , RECORDED JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED OCTOBER 1 , 1984 AT RECEPTION NO . 1983584 AND RECORDED MARCH 3, 1988 AT RECEPTION NO . 2132709 AND RECORDED APRIL 10, 1989 AT RECEPTION NO . )( 90. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN RIGHT-OF-WAY GRANT 2175917 . (D) PANHANDLE EASTERN PIPE LINE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870756 AND RECORDED JUNE 26, OGEES SEPTEMBER 06, 2019 UNDER RECEPTION NO . 4521068. NOTE : THE FOLLOWING NOTICES PURSUANT TO CRS 9- 1 . 5-103 CONCERNING 1986 AT RECEPTION NO . 2058722 . (E) COLORADO INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784 . (F) UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK ABS RECORDER. THESE STATEMENTS ARE GENERAL AND DO NOT UNION RURAL ELECTRIC ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION NO . 1871004 . (G ) WESTERN GAS SUPPLY COMPANY, 0 NECESSARILY GIVE NOTICE OF UNDERGROUND FACILITIES WITHIN THE SUBJECT PROPERTY: (A) MOUNTAIN BELL TELEPHONE COMPANY, RECORDED APRIL 2 , 1985 AT RECEPTION NO . 2004300 . (H ) PUBLIC SERVICE COMPANY OF COLORADO, RECORDED NOVEMBER 9, 1981 AT RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705. (B ) WESTERN SLOPE GAS COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . RECEPTION NO . 1874084. ( 1 ) ST . VRAIN SANITATION DISTRICT, RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975 . (J) LEFT HAND 1919757 . (C) ASSOCIATED NATURAL GAS, INC . , RECORDED JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED OCTOBER 1 , 1984 AT WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977. (K) UNITED POWER, INC . , RECORDED JANUARY 24, 1991 AT RECEPTION NO . 1983584 AND RECORDED MARCH 3, 1988 AT RECEPTION NO . 2132709 AND RECORDED APRIL 10, 1989 AT RECEPTION NO . RECEPTION NO . 2239296. (L) WIGGINS TELEPHONE ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . (PLOTTED, SHOWN O 2175917 . (D ) PANHANDLE EASTERN PIPE LINE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870756 AND RECORDED JUNE 26, HEREON) w 1986 AT RECEPTION NO . 2058722 . ( E) COLORADO INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784. (F ) UNION RURAL ELECTRIC ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION NO . 1871004. (G ) WESTERN GAS SUPPLY COMPANY, 125 . EXISTING LEASES AND TENANCIES, IF ANY. RECORDED APRIL 2, 1985 AT RECEPTION NO . 2004300. (H ) PUBLIC SERVICE COMPANY OF COLORADO , RECORDED NOVEMBER 9, 1981 AT RECEPTION NO . 1874084 . ( 1 ) ST. VRAIN SANITATION DISTRICT, RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975. (J ) LEFT HAND 126 . RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND TOWNSHIP LINES, AS ESTABLISHED BY THE BOARD OF WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977 . ( K) UNITED POWER, INC . , RECORDED JANUARY 24, 1991 AT COUNTY COMMISSIONERS FOR WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273 . (VACATED PER WELD COUNTY O RECEPTION NO . 2239296 . ( L) WIGGINS TELEPHONE ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . (PLOTTED, SHOWN DOCUMENT REC. NO. 3441938, DOES NOT AFFECT) S. HEREON) al 127 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES 0 91 . EXISTING LEASES AND TENANCIES, IF ANY . PATENT RECORDED FEBRUARY 15, 1928 IN BOOK 668 AT PAGE 271 . (AFFECTS SECTION 14. BLANKET IN NATURE. DID NOT PLOT.) 0 0 M m 92 . RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND TOWNSHIP LINES, AS ESTABLISHED BY THE BOARD OF 128 . RESERVATION OF ALL COAL AND THE RIGHT TO PROSPECT IN DEED FEBRUARY 15, 1928 IN BOOK 668 AT PAGE 271 . (AFFECTS SECTION 14. COUNTY COMMISSIONERS FOR WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273. RESOLUTION VACATING PORTIONS OF BLANKET IN NATURE. DID NOT PLOT) WELD COUNTY ROADS RECORDED DECEMBER 14, 2006 UNDER RECEPTION NO . 3441938. (DOES NOT AFFECT) 129 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES a 93 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES PATENT RECORDED FEBRUARY 15, 1928 IN BOOK 668 AT PAGE 272 . RESOLUTION VACATING PORTIONS OF WELD COUNTY ROADS RECORDED PATENT RECORDED NOVEMBER 26, 1917 IN BOOK 461 AT PAGE 403 . (AFFECTS SECTION 10. BLANKET IN NATURE. DID NOT PLOT) DECEMBER 14, 2006 UNDER RECEPTION NO . 3441938 . (AFFECTS SECTIONS 2, 3, 10, 11, 14, AND 15. BLANKET IN NATURE. DID NOT PLOT) Z o N0 . DATE : REVISION DESCR I PT ION NAME PREPARED BY : PFS SIGNATURE DATE D THIS AND ANY OTHER ELECTRONIC MESA PROJECT W COLORADO SAND COMPANY i COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN ALP 12/21 /23 EXISTING CONDITIONS PREPARED BY ASCENT GEOMATICS SOLUTIONS. LLC o FOR A DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED 2 REPRESENTED TO BE SUITABLE FOR REUSE IN LAND SURVEY PLAT WHOLE OR IN PART ON EXTENSIONS OF THE QC REVIEW 0 PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions 0 MODIFICATION, OF ANY UTILIZATION IF NOT A 8620 Wolff Ct APPROVED CLIENT PROJECT NO . N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT WI EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS GEOMATICS SOLUTIONS Westminster, Colorado 80031 vl SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE CLIENT SIGNATURE DATE ASCENT PROJECT NO . B23 .TRC . 0001 UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : AS—SHOWN SidEETNO. APPROVED 2 OF 9 LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . SEC 27 WELD COUNTY , COLORADO EXISTING LEGEND T 6 1\1R 6 3 W ALIQUOT CORNER FOUND OR SET AS DESCRIBED GLO = 39 . 98 CH ( 2638 . 67 ) ( R ) GLO = 39 . 98 CH ( 2638 . 67 ' ) ( R ) II N89903 ' 47" E ( 2638 .2649 . 05 ' ( M ) SET MONUMENT AS DESCRIBED - - - - N89 .03 ' 35" E2650 . 98 ' ( M ) - - - - - - - - \\ EASEMENT AS REFERENCED ON SHEETS 1 -2 II II I - - SECTION LINE SEC . COR . 27-26-35-34 QUARTER SECTION LINE 1 /4 COR SEC 27-34 III I FOUND 30" NO . 6 REBAR, SEC . COR . 28-27-34-33 I FOUND 30" NO . 6 REBAR , III 3- 1 /4" ALUMINUM CAP GOVERNMENT LOT LINE SET 30" NO . 6 REBAR , I 3- 1 /4" ALUMINUM CAP STAMPED "2004 , LS 37068" 3- 1 /4" ALUMINUM CAP STAMPED "2012 , PLS 38281 " II II PROPOSED LEASE BOUNDARY (SEE NOTE 7) II FENCE- 4 STRAND BARBED WIRE STAMPED " PLS 38412" II II I 300' 600' DIRT OR TWO-TRACK ROAD AS SPECIFIED II GRAPHIC SCALE : 1 " = 300' ( M ) MEASURED I / ( R) RECORD (SEE NOTE NO . 5) / /�� 50' PROPOSED ACCESS EASEMENT I � ( NOT YET RECORDED) I / I , \� w / N I NW114 = W NE114 I / 00 Q //OO oN O0 d- � 11O / I � -J / I 4/ \ I � � \ I SEC 34 I � \I 7/ 6N 111 R6SH/ \ \ 1111 1 /4CORSEC34-35 SEC 35 1 /4 COR SEC 33-34 1111 I CENTER 1 /4 COR SEC 34 I SET 30" NO . 6 REBAR, SET 30" NO . 6 REBAR , 3- 1 /4" ALUMINUM CAP T � �� 7/�SET 30" NO . 6 REBAR, I 1 3- 1 /4" ALUMINUM CAP 3 3- 1 /4" ALUMINUM CAP 1 STAMPED " PLS 38412" STAMPED �� PLS 38412�� JLI�d STAMPED " PLS 38412" �,_ S89 °12 ' 49 " W 2643 . 02 ' ( M ) S8912 ' 49 " W 2638. 98 ' ( M ) _ - 1 - --_- GRAVEL ROAD \ \ i � I SEC 33 \ i I I 11 I Rec . No . Date Grantee of Record 3797974 6 /26 / 03 DCP Midstream LP TGN R6SW I H __________________ h I swl /4 II SE114 � I I g 26 15 62 109 / i �\ �� GRAVEL ROAD Si I I 40' PIPELINE ROW \� i � \ I - REC . NO . 4146283 � / � � 1 � - - - - - - - - y- OIL & GAS EQUIPMENT o 50' PROPOSED ACCESS EASEMENT // _ /2 \ 50' PROPOSED ACCESS EASEMENT / � ( NOT YET RECORDED) -=_ _ - 1 °°° _ ° , ( NOT YET RECORDED) / / j _ 30 PIPELINE EASEMENT NORTH LINE S1 /2 S1 /2 I REC . NO . 3797974 Rec . No . Date Grantee of Record //j �\ PROPOSED LEASE BOUNDARY SOUTH 1 /16 co 3260959 2 / 14 /05 Duke Ener Field Services LP S1 /2 2/ � �� / 'mow gy ARY � / _ _ �j OIL & GAS EQUIPMENT SOUTH 1 / 16 COR SEC 34-35 _ SET 30" N 3- 1 /4" ALUMINUM CAP / // SET 30" NO . 6 REBAR, STAMPED " PLS 38412" 3- 1 /4" ALUMINUM CAP N89 .17' 14" E 2633 . 94' ( M ) STAMPED " PLS 38412" N89 .17' 34" E 2639 . 04 ' ( M ) 2 / / j / PROPOSED SITE ENTRANCE // 1�III NN ON / NN ® N / / / / LAT: N40° 2621 .46 // I III S1/2S1/2, S Rec . No . Date Grantee of Record Date Grantee of Record III AREA = 6 , 988, 834 N � � 41 83 / � / Rec . No . III �� 3260959 2 / 14/ 05 Duke Energy Field Services LP �- � / / / 3077384 6 /26 /03 Duke Ener Field Services LP g Y I AWo 19 j / \\ TAMPED " PLS 38412" // I I \\ = w 0 O • 550 PIPELINE EASEMENT \\ // II REC . NO . 3260959 \\ co // III / \\ po O o O � ^ / \\ N // IG \\\\ O OO p � O r I ' p 11 oi 0 S. / I GRAVEL ROAD � w I M I OJ LO I M \/ j / I 57 19 r W r / I r7 I 50 PIPELINE EASEMENT �i I / / 1 � REC . NO . 3260959 / / II a 3 / I TWO-TRACK ROAD ° SEC . COR . 33-34-3-4 o SET 30" NO . 6 REBAR , / 11 I I GRAVEL ROAD SEC . COR. 34-35-2-3 aI 3- 1 /4" ALUMINUM CAP /j / 41 83 Ii 1 /4 COR SEC 34-3 III I FOUND 30" NO . 6 REBAR , 0 STAMPED " PLS 38412" I / 11 FOUND 11 "x14"x4" STONE I 2- 1 /2" ALUMINUM CAP In j / 57 19 I " 1 /4" ON SOUTH FACE 18 39 99 56 82 II STAMPED "2001 , LS 24657" T6N �I I RECEIVER SITE EASEMENTI50 PIPELINE ROW' 6REC . NO3260959REC . NO . 3077384 I i aJ\JT — — — — — — GLo 40 . 00 CH ( 2640. 00 ) ( R ) Rec . No . Date Grantee of Record GLO = 40 . 00 CH ( 2640 . 00 ' ) ( I iii S89 °22 ' 20 " W 2635 . 07 ' ( M ) SEC �' A 17 III s892 , ' 41 " w 2628 . 92 ' ( M ) 3077377 6 /26 / 03 Duke Energy Field Services LP T51\1 y RECEIVER SITE EASEMENT o I i /T REC . NO. 3077377 3260959 2 / 14 / 05 Duke Energy Field Services LP V JL 5 1T Y Y Z 3 N0 . DATE : REVISION DESCRIPTION NAME PREPARED BY : PFS SIGNATURE DATE THIS AND ANY OTHER ELECTRONIC MEDIA COLORADO SAND COMPANY 0 1 1 - 1 0 - 2 0 2 4 ADDED PROPOSED ACCESS EASEMENT AWJ COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 PROJECT W 0 PREPARED BY ASCENT . ITIS GEOMATICS SOLUTIONS. LLC EXISTING CONDITIONS o FOR DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED _________ ________ WHOLE ORIN PARED TO TTEONUEXTENSIONS OF THELE FOR REUSE N LAND SURVEY PLAT SOUTH HALF OF SEC . 34, o Rec . No . Date Grantee of Record PROJECT OR ANY OTHER PROJECT. REUSE OR AscentGeomaticsSolutions QC REVIEW 0 MODIFICATION, OF ANY UTILIZATION IF NOT A 8620 Wolff Ct APPROVED TOWNSHIP 6 NORTH, RANGE 63 WEST FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCEIJI� CLIENT PROJECT NO . ID EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS LEDMATICS SOun WeStminSter, Colorado 80031 6TH PRINCIPAL MERIDIAN 3260959 2 / 14 / 05 Duke Energy Field Services LP CLIENT SIGNATURE DATE U SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE ASCENT PROJECT NO . TRC B230001 UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW WELD COUNTY , COLORADO EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : 1 " = 300' SHEET o. APPROVED 3 OF 9 LAND SURVEY PLAT SEC 34 PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . T6N R63W I WELD COUNTY , COLORADO ' 57 19 II AAAA2 IIII I EXISTING LEGEND / 50' PIPELINE ROW IIII 0 - 40 00 CH ( 2640 . 00 ' ) ( R ) T6 1\1 ALIQUOT CORNER FOUND OR SET AS DESCRIBED RECEIVER SITE EASEMENT II GLO = 40 . 00 CH ( 2640 . 00 ' ) ( R ) REC . NO . 3077384 I GL - 7 ' 6 N _ S89 °21 ' 41 " W 2628 . 92 ' ( M ) REC . NO3260959 II_ _ _ _ _ - _ _ _____ _ S89 °22 ' 20 " W 2635 . 07 ' ( M ) _ iii _ - - - - - - - - - - - SET MONUMENT AS DESCRIBED I II 83 17 T5 1\1 O EASEMENT AS REFERENCED ON SHEETS 1 -2 T5 1\1 III RECEIVER SITE EASEMENT 11 VEL ROAD - - SECTION LINE II REC . NO . 3077377 Date Grantee of Record I I I I I /5\ /9\ / \ /3 1 /4 OR SEC 34-3 - 11 Rec . No . QUARTER SECTION LINE III 50' PIPELINE EASEMENT I F ND 11 "x14"x4" STONE Rec . No . Date Grantee of Record III REC . NO . 3260959 " 1 4" ON SOUTH FACE I I 3077377 6 /26 /03 Duke Energy Field Services LP GOVERNMENT LOT LINE 3260959 2/ 14 /05 Duke Energy Field Services LP 1 NO . 4 'I . iil 3260959 2 / 14 /05 Duke Energy Field Services LP PROPOSED LEASE BOUNDARY (SEE NOTE 7) IIII IIi1 ° N0o 2 II11 NO * FENCE- 4 STRAND BARBED WIRE III I IIII 0 300' 600' DIRT OR TWO-TRACK ROAD AS SPECIFIED 1 I � 7 V I GRAPHIC SCALE : 1 " = 300' ( M ) MEASURED III I III / �� I ( R) RECORD (SEE NOTE NO . 5) 11 III I I � jI IIII UII � / 1 � / 7- Hi II / J 1 Rec . No . Date Grantee of Record III - IIII / 3077384 6 /26 /03 Duke Energy Field Services LP A 57 41 83 1 I / 50' PIPELINE EASEMENT III II I l REC . NO . 3260959 I �� II i� v N II o� l VIII �' I � 11 loo III O Cn LnO N Rec . No . Date Grantee of Record IIII N 1 3260959 2 / 14/ 05 Duke Energy Field Services LP Ili o � III / / � \ 17 IIII NEI oNW1 4 / li III \\ / 50 PIPELINE EASEMENT 0 Z II C IIII rU�� / / \�\ REC . NO . 3077377 I � \ oz 11 ( / I III IIII I �� III I fl J I OIL & GAS FACILITY I I J I III i III / - \ - - - _ II 1 (7 gi III ` jl I ii I II 1 /4CORSEC4-3 III [ fl SEC 3 II 1 /4CORSEC3-2 SEC 2anan0 IFOUND 30" NO . 6 REBAR , FOUND 0 . 8 x0 .3 x0 .5 STONE 3- 1 /4" ALUMINUM CAP I III Rec . No . Date Grantee of Record 7� STAMPED " 1989 , PLS 22098" I 46 64 48 3077377 6 / 26 /03 Duke Ener Field Services LP _ T5 N b III VARYING WIDTH PIPELINE EASEMENT _ gy REC . NO . 4201585 AREA = 27 , 857 , 173 SQ. FT. = 639 . 513 ACRES + /- /� IIII S � j TJJV R6 3 !VV I II III 26 15 62 109 II ��A� OIL & GAS FACILITY I 40' PIPELINE ROW III REC . NO . 4146283 11 11 \ II I II � < / ( I I \ N H1 II - --I �O / I \ > I I IIII \ \ / / jl OIL & GAS FACILITY / � II II I I + ______________________ 1111 I � / // �\ II 12 I II I 1/ \ II Rec . No . Date Grantee of Record / / Rec . No . Date Grantee of Record i1 o M 3077384 6 /26 /03 Duke Energy Field Services LP O - II I �— o _ _ 3016421 12/ 19 / 02 Duke Energy Field Services LP � 11 Rec . No . Date Grantee of Record � ___ -çv \ � `� 3077384 6 /26 / 03 Duke Ener Field Services LP - Rec . No . Date Grantee of Record II gY 3077384 6 /26 / 03 Duke Energy Field Services LP 5 16 � TWO-TRACK ROADS I II o oP II E PIP LINE EASEMENT II TWO-TRACK ROAD o 0 ccc o IIII REC . NO . 2203049 \\ II C II oz o z IIII \ \\ II I � R � \ II GRAVEL ROAD II \\ \ II � f O N IIII 50' PIPELINE EASEMENT I I REC . NO . 3016421 ` JII / - I I 111 II �' I 1 I 1 /4 COR SEC 3- 10 I III 99 'f50' PIPELINEROW I- ________________1 - - -- _- --_ OIL & GAS FACILITY SET 30" NO . 6 REBAR , % REC . NO . 3077384 �I 1 3- 1 /4" ALUMINUM CAP / I 56 82 STAMPED PLS 38412" SEC . COR. 3-2- 11 - 10 3 III 18 39 99 56 82 I / I 18 gg 39 FENCE LIES 15 . T NORTH I 50' PIPELINE ROW FENCE LIES 122 . 1 ' NORTH / / I AAA OF SECTION LINE FOUND 30" NO . 6 REBAR, O SEC . COR. 4-3- 10-9 I / RECEIVER SITE I 2- 1 /2" ALUMINUM CAP REC . NO . 3077384 OF SECTION LINE STAMPED "2010 , LS 38175" al FOUND 2- 1 /2" ALUMINUM PIPE , _ — / 1 0 3- 1 /2" ALUMINUM CAP — — — — REC . NO . 3077384 0 STAMPED " LS 22098" ` \ - - - _ �% - - V \ / - - _- _ - - _ _ - _ _ - - _ _ _ - _ _ TGLO = 39 . 95 CH ( 2636 . 69 ' ) ( R ) GLO = 39 . 95 CH ( 2636 . 69 ' ) ( R ) ° " > i7` �� N89 07 46 E 2644. 01 ( M ) N89 °07 ' 46 " E 2644. 01 ' ( M ) 11• I11 SEC 10 V �� I O NN T5N R6SW ' z z o N0 . DATE : REVISION DESCRIPTION NAME PREPARED BY : PFS SIGNATURE DATE THIS AND ANY OTHER ELECTRONIC MEDIA PROJECT W COLORADO SAND COMPANY 31 COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 PREPARED BY ASCENT GEOMATICS SOLUTIONS. LLC EXISTING CONDITIONS 0 FOR A DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED WHOLES ORT IN PARTTEONUEXTENSIONS OF THESITABLE FOR REUSE IN LAND SURVEY PLAT SEC . 3 , TOWNSHIP 6 NORTH, OREPREENED TO Ascent Geomatics Solutions PROJECT OR ANY OTHER PROJECT. REUSE OR QC REVIEW 0 MODIFICATION, OF ANY UTILIZATION IF NOT A 8620 Wolff Ct APPROVED RANGE 63 WEST N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT' CLIENT PROJECT NO . mI EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS CEOMAnCc SOLIni Westminster, Colorado 80031 CLIENT SIGNATURE DATE 6TH PRINCIPAL MERIDIAN SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE ASCENT PROJECT NO . TRC B230001 UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW WELD COUNTY, COLORADO EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : 1 " = 300' SHEET o. APPROVED 4 OF 9 LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SEC 3 SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . WELD COUNTY , COLORADO PT5N R6 S EXISTING LEGEND / - - _ - _ - _ ALIQUOT CORNER FOUND OR SET AS DESCRIBED \ - � - - _ , - GL0 = 39 . 95 CH ( 2636 . 69 ' ) ( R ) - \ SET MONUMENT AS DESCRIBED 7 GLO 39 . 95 CH ( 2636 . 69 ' ) ( R ) N89 07 46 E 2644. 01 ( M ) \� N89 07 ' 46 " E 2644. 01 ' ( M ) III I SEC . COR . 3-2- 11 - 10 AEASEMENT AS REFERENCED ON SHEETS 1 -2 N\ 1 III I FOUND 30" NO . 6 REBAR , - - SECTION LINE 1 /4 COR SEC 3- 10 III 2- 1 /2" ALUMINUM CAP QUARTER SECTION LINE SEC . COR . 4-3- 10-9 NN I I SET 30" NO . 6 REBAR, II GRAVEL ROAD STAMPED "2010 , LS 38175" II 3- 1 /4" ALUMINUM CAP 1111 FENCE LIES 33 .0' WEST I GOVERNMENT LOT LINE FOUND 2- 1 /2, ALUMINUM PIPE , \\ I STAMPED " PLS 38412" 124 90 3- 1 /2" ALUMINUM CAP \\ I 111 OF SECTION LINE _ _ 40' PIPELINE ROW PROPOSED LEASE BOUNDARY (SEE NOTE 7) STAMPED " LS 22098" \\ 3I I GRAVEL ROAD / 11 I I REC . NO . 4201578 FENCE- 4 STRAND BARBED WIRE II Ili � � \\ Rec . No . Date Grantee of Record III I I I I 0 300' 600' DIRT OR TWO-TRACK ROAD AS SPECIFIED III \\ 2924436 2 / 12 / 02 Duke Energy Field Services LP i I GRAPHIC SCALE : 1 " = 300' ( M ) MEASURED \ \ / III // I I R RECORD (SEE NOTE NO . 5 \� \\ / II // I ( ) ) \\ /�/ IIII // l I /i Ili I /i Rec . No . Date Grantee of Record III � \ /�/ 1111 ,;/ 3119402 10/22 / 03 Duke Energy Field Services LP III � 111 // o III lilt ; /%/ o " / � / \ � 1111 /// N qt I _ � / \ NW114 NE 4 II // GRAVEL ROAD I • • N N N III - � / \ \ � I I / - -_- - - -� - _ _ _ _ v _ A I = \I - - - - _ __ _ 50' PIPELINEROW � — p II o I // ` _ —� REC . NO . 2924436 50' PIPELINE ROW 4 O c$ o - I \\ \ — j / ' ❑� ` ; REC . NO . 3119402 p H°� TWO TRACK ROADS I \ / j/ \ \ / / I I � III I oz I o , II III // II c III /�/ lili \\ \ I I // III / \\ I• I I \ \\ 124 90 I ' v III \ I I \ 70 PIPELINE ROW / / II I REC . NO . 4201578 U I / J I II' \\� I I I I / I Il \\ I I FENCE LIES 44 . 3' WEST / I \ I I I I OF SECTION LINE I I 1 /4 COR SEC 10- 11 1 /4 COR SEC 9- 10 I I I \ SEC 10 I I I III SET 30" NO . 6 REBAR, SEC FOUND 1 - 1 /2" STEEL PIPE , I I I I 3- 1 /4" ALUMINUM CAP 11 3" ALUMINUM CAP `I 1 ) 15 II III STAMPED " PLS 38412" 14/STAMPED " 1990 , LS 7242" \ 3 I II Rec . No . Date Grantee of Record _I _ I , _ Rec . No . Date Grantee of Record 3077384 6/26/03 Duke Ener Field Services LP 3077384 6/26/03 Duke Ener Field Services LP T� gy 643 . 354 ACRES + /- gy \ I II Ili - -I 52 16 I I FENCE LIES 47 . 2' WEST CENTERLINE PIPELINE EASEMENT \\ I OF SECTION LINET5I\V R6 3 I I REC . NO . 2203049 \\S EC 9 III I I ( I II \\ I I 39 56 Ill II I I \\ I \ III_ \\ 82 99 18 I I 11 I \\ RECI NOI3077 84 I II I J SWI14 I \\ SE114 I / r \ \\ 'I1/ / / \\ 39 56 \ \ \ � � � / \\ AAA o / 18 99 82 I / - o O \\ \ I�� / / \\ RECEIVER SITE I I / / o N 40 PIPELINE ROW \ , / / \\ REC . NO . 3077384 o� I REC . NO . \` III ` _ / / \\ % N co \ / / r _ i \\ TWO-TRACK ROADS cv � A \ / 11 \\ y�\ II I / � / \ d Rec . No . Date Grantee of Record II \\ 3594663 12 / 12 /08 DCP Midstream LP ` \ i `\❑ GRAVEL ROAD ❑ o I \ \\ 10 moo \ o � \ �� I \� \\ / 50 PIPELINE ROW � — — 1 II � \ \ �� \\ \\ REC . NO . 2981170 o - I c) 1 �I i V�� i A \ � \ I I Lll I // I // No II // // I 15 104 \ \ ' I� FENCE LIES 35 . 8' WES i // / I I� 20' PIPELINE ROW �� J , ( � / �� OF SECTION LINE I� ❑ ( / REC . NO . 3594663 ii oi \ 11 Rec . No . Date Grantee of Record \\ \ it 2981170 8/ 26/ 02 Duke Energy Field Services LP al \ \\ II �I \ II SEC . COR . 10- 11 - 14- 15 o SEC . COR . 9- 10- 15- 16 \\ I 1 /4 COR SEC 10- 15 II I FOUND 30" NO . 6 REBAR , a FOUND 2- 1 /2" ALUMINUM PIPE , \\ SET 30" NO . 6 REBAR, II I 3- 1 /4" ALUMINUM CAP 0 3- 1 /2" ALUMINUM CAP \\ 3- 1 /4" ALUMINUM CAP II STAMPED 2008 , PLS 28258 ml STAMPED " 1990 , LS 7242" \ U STAMPED " PLS 38412" II - - - - - - - - - - - - - - - - GLO = 39 . 92 CH ( 2634. 71 ) ( R ) GLO = 39 . 92 CH ( 2634. 71 ) ( R ) II N89 2203E 2648 . 29 ' ( M ) N89 °22 ' 03 " E 2648 . 29 ' ( M ) II N. \\ \ * 1 EC 1V II �' \ II FENCE LIES 28 . 5 WEST INt I II OF SECTION LINE �o / ' 5NR6SW ' ___ __ __ z o N0 . DATE : REVISION DESCRIPTION NAME PREPARED BY : PFS SIGNATURE DATE THIS AND ANY OTHER ELECTRONIC MEDIA PROJECT W COLORADO SAND COMPANY 31 COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 PREPARED BY ASCENT GEOMATICS SOLUTIONS. LLC EXISTING CONDITIONS o FOR A DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED REPREWHOLE ORED TO IN PARTTEONUEXTENSIONS OF THELE FOR REUSE N LAND SURVEY PLAT SEC . 10, TOWNSHIP 6 NORTH, O PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions QC REVIEW o MODIFICATION. OF ANY UTILIZATION IF NOT A 8620WoffCt APPROVED CLIENT PROJECT NO . RANGE 63 WEST N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT m EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS GEDMATICS ; OIAn1JAS Westminster, Colorado 80031 6TH PRINCIPAL MERIDIAN CLIENT si DNAruRE DATE v SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE ASCENT PROJECT NO . TRC B230001 UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW WELD COUNTY, COLORADO a EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : 1 " = 300' weer o. APPROVED 5 OF 9 LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SEC 10 SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIPS NORTH , RANGE 63 WEST , 6TH P . M . WELD COUNTY , COLORADO T5 N � � 3 W // EXISTING LEGEND \\ \ II GLO = 39 . 92 CH ( 2634. 71 ' ) ( R ) / ALIQUOT CORNER FOUND OR SET AS DESCRIBED \ \ GLO = 39 . 92 CH ( 2634 . 71 ) ( R ) II N89 °2203 " E 2648. 29 ' ( M ) / - SET MONUMENT AS DESCRIBED N89 °22 ' 03" E 2648 . 29 ' ( M ) - - - _� � - - - - - - - - - - - \\ II ll A EASEMENT AS REFERENCED ON SHEETS 1 -2 \\ I I - - SECTION LINE II FENCE LIES 28 . 5' WEST I SEC . COR. 10- 11 - 14- 15 QUARTER SECTION LINE GRAVEL ROAD 1 SET SEC 10- 15 FOUND 30" NO . 6 REBAR, 30" NO . 6 REBAR , I OF SECTION LINE GOVERNMENT LOT LINE SEC . COR. 9- 10- 15- 16 I 3- 1 /4" ALUMINUM CAP II 3- 1 /4" ALUMINUM CAP FOUND 2- 1 /2" ALUMINUM PIPE , STAMPED " PLS 38412" 11 STAMPED "2008 , PLS 28258" PROPOSED LEASE BOUNDARY (SEE NOTE 7) 3- 1 /2" ALUMINUM CAP I I FENCE- 4 STRAND BARBED WIRE STAMPED " 1990 , LS 7242" I II IIII o II GRAVEL ROAD I 0 300' 600' DIRT OR TWO-TRACK ROAD AS SPECIFIED 1 III 109 � � GRAPHIC SCALE : 1 ' = 300' ( M ) MEASURED OIL & GAS EQUIPMENT II 26 15 62 , II \ ( R) RECORD (SEE NOTE NO . 5) I 000 40 PIPELINE ROW ) III REC . NO . 4146283 / - - Rec . No . Date Grantee of Record IIII ' I III 3016422 12 / 19 /02 Duke Energy Field Services LP ^ N Rec . No . Date Grantee of Record IIII o / OIL & GAS EQUIPMENT 3594663 12 / 12 /08 DCP Midstream LP � �,� / oo AN [ o VWI 1� � 1 � � OIL & GAS FACILITY NEI /`7 N o N 000 III 1/ oz II Z / J o / I I / 1 ° 15 104 / \\ �P III RECEIVER SITE 14 TWO-TRACK ROADS / / I � REC . NO . 3594663 50' PIPELINE ROW / REC . NO . 3016422 / \ 15 \ , Rec . No . Date Grantee of Record / _ _ _ _ rcoELINE Row 3556401 5 /27 / 08 DCP Midstream LP — _ -,' ==- - . O . 3556401 III - _ 1 / / / c f / 61 \ \ / I Lq I � o ° / / / 20' PIPELINE ROW // \\ —o( — / / III REC . NO . 3515967 �/ \\\ HI SEC 14 1 /4 COR SEC 15- 14 1 /4 COR SEC 16- 15 / / 11 SEC 5 \\ IFOUND 30" NO . 6 REBAR , FOUND 1 - 1 /2" STEEL PIPE , III 9�// \\ I 3- 1 /4" ALUMINUM CAP T5N 3" ALUMINUM CAP / / Rec . No . Date Grantee of Record \\ STAMPED "2008 , PLS 28258" STAMPED " 1990 , LS 7242" / III \\ II 3515967 12 / 19 / 02 DCP Midstream LP \\ x` � AREA = 27, 549 , 626 SQ. FT. 632 . 452 ACRES FENCE LIES 40 .2' WEST III I , OF SECTION LINE / II S � � � ' q � l I r II T5IVR6SW I I I 11 Ili ( \\I H ,) _ )// II �� II III ;/ - -�� IIHI �// II ��/ II / III / /j/ GRAVEL ROAD OIL & GAS EQUIPMENT ' / 15 II _ 20' PIPELINE ROW S II _ _ — = REC . NO . 3556401 GRAVEL ROAD p r I � - - - - _ = 11 / o — _ — ao co Rec . No . Date Grantee of Record N N I II - - - IAN === _=r==�- � I � I 3556401 5 /27 /08 DCP Midstream LP SWI14 TWO-TRACK // p ire ; l 0 .o 00) j// \\ // / \\ o 0 Z // I //// SE114 \\ \ o J4 / C /// \\ / \ II / I F_ I w JI SEC . COR . 16- 15-22-21 ° 1 /4 COR SEC 15-22 SEC . COR . 15- 14-23-22 • FOUND 1 - 1 /2" PIPE , I FOUND 1 - 1 /2" PIPE , al FOUND 1 - 1 /2" PIPE , 3" ALUMINUM CAP FENCE LIES 0 . 8' SOUTH 3" ALUMINUM CAP s0 3" ALUMINUM CAP i STAMPED " LS 4845" OF SECTION LINE 0 STAMPED " LS 4845" j STAMPED " LS 4845" GLO = 39 . 87 CH ( 2631 . GLO = 39 . 87 CH ( 2631 . 41 ' ) ( R ) X t . _ _ _ _ _ - _ S89 °45 ' 32 " W 2561 . 71 ' ( M )( R ) ° 58944' 28 " W 2561 . 33 ' ( M ) ( r HI I \� I o SEC �, °° / ° v o T5N R6SW _____________ z Z o N0 . DATE : REVISION DESCRIPTION NAME PREPARED BY : PFS SIGNATURE DATE THIS O AND ANY OTHER INSTRUMENT MN OF SERVICE IA PROJECT W COLORADO SAND COMPANY 31 COUNTERPART IS AN DRAWN GLP 12/21 /23 PREPARED BY ASCENT GEOMATICS SOLUTIONS. LLC EXISTING CONDITIONS o FOR A DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED LAND SURVEY PLAT WHOLE ORIN PARTTEONUEXTENSIONS OF THEN SEC . 15 , TOWNSHIP 6 NORTH, o PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions QC REVIEW o MODIFICATION. OF ANY UTILIZATION IF NOT A 8620 Wolff Ct APPROVED CLIENT PROJECT NO . RANGE 63 WEST N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT Westminster, Colorado 80031 m EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS GEDMATICS COMMONS 6TH PRINCIPAL MERIDIAN CLIENT SIGNATURE DATE C) SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE ASCENT PROJECT NO . TRC B230001 UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW WELD COUNTY, COLORADO EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : 1 " = 300' SHEETN0. APPROVED6 OF 9 LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SEC 35 SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . WELD COUNTY , COLORADO T6N R6 SW W EXISTING LEGEND II GLO= 40 00 CH ( 2640. 00' ) ( R) II - ALIQUOT CORNER FOUND OR SET AS DESCRIBED GLO = 40. 00 CH ( 2640. 00 ' ) ( R ) II , ' N89 °21 ' 07 " E 2631 . 92' ( M ) - - - - - - ______ /I - - N89 23 04„ E 2630 . 63 ( M ) - - - - - - SET MONUMENT AS DESCRIBED I Ij 48 \\I / \ EASEMENT AS REFERENCED ON SHEETS 1 -2 II 50' PIPELINE EASEMENT � I \ - - SECTION LINE 1 /4 COR SEC 35-2 II REC . NO .4567442 I I \\SEC . COR. 35-36- 1 -2 QUARTER SECTION LINE SEC . COR . 34-35-2-3 FOUND 30" NO . 6 REBAR, II GOVERNMENT LOT LINE II FOUND 30" NO . 6 REBAR, I FOUND 30" NO . 6 REBAR,2- 1 /2" ALUMINUM CAP II 2- 1 /2"D"200ALUMINUM CAP I STAMPED "2017 , LS 38307" II II STAMPED "201X, LSAP 3XX07" PROPOSED LEASE BOUNDARY (SEE NOTE 7) STAMPED 2001 , LS 24657FENCE- 4 STRAND BARBED WIRE II If II II II 0 300' 600' II DIRT OR TWO-TRACK ROAD AS SPECIFIED NOO /� NOo3 N0 > NO , , GRAPHIC SCALE : 1 " = 300' ( M ) MEASURED Il I ( R) RECORD (SEE NOTE NO . 5) L - - - _ � III / � \\ �I I TWO-TRACK ROADS II roN / o Do . O 1 / I \� I II N � / II TWO-TRACK ROADS / (O �t oa5 \ c0 \ II � N \\ ^� - - NW1 /4 NE1 /4 �\ OIL & GAS EQUIPMENT � \ \ \\ III I N ) H III I II III GRAVEL ROAD I 41 83 1 /4 COR SEC 2- 1 1 /4 COR SEC 3-2 II SEC 2 I SET 30" NO . 6 REBAR , SEC I FOUND 0 . 8'x0 .3'x0 .5' STONE II 57 19 I 3- 1 /4" ALUMINUM CAP T5N R6 3 W r 50' PIPELINE EASEMENT STAMPED " PLS 38412" REC . NO . 3260959 _ _ _ _ _ _ - Rec . No . Date Grantee of Record szc' c �\\ rtAREA = 27, 832, 686 SQ. FT. = 638 . 951 ACRES 1 /- 3260959 2 / 14/05 Duke Energy Field Services LP 7 ' 5N R6SW III I II Rec . No . Date Grantee of Record ` � / � / o o — _ _ -- -- 3077384 6/26/03 Duke Energy Field Services LP / _ o — - - - - - - - - - - - - - - - - - - - N - - - - - - - - - - - - _ \ - = w - - - - - - v - - - - - - - - - � / TWO-TRACK ROADS - -_ OO o SWI14 \I\ �\ — _ — - - / 19 57 41 83OO I - _ _ _ __- =_- ` RECEIVER SITE EASEMENT d z II — — — _ — — A � �� REC . NO . 3260959 J Date Grantee of Record _ _ —O J\ _ _ _�_�— 57 41 83 — 3260959 2/ 14/05 Duke Energy Field Services LP 50 PIPELINE EASEMENT / SEI 4REC . NO . 3260959 / i \ O GRAVEL ROAD oi 56 82 I \\ tJ /4\ /4\ /A\ \I I- FENCE LIES 13 . 1 ' WEST = LnI -- 50 PIPELINE ROW \\ OF SECTIONL NE SEC . COR. 3-2- 11 - 10 REC . NO . 3077384 \\ FOUND 30" NO . 6 REBAR, Rec . No . Date Grantee of Record SEC . COR. 2- 1 - 12- 11 o• 2- 1 /2" ALUMINUM CAP II 3260959 2 / 14/05 Duke Energy Field Services LP I FOUND 30" NO . 6 REBAR, O STAMPED "2010 , LS 38175" I I 2- 1 /2" ALUMINUM CAP FENCE LIES 15. 7' NORTH I II STAMPED " PLS 38412" STAMPED "2011 , LS 38175" C'.' OF SECTION LINE II 4 __ - tN GLO = 39 . 86 CH ( 2630. 75 ' ) ( R ) GLO = 39 . 86 CH ( 2630 . 75' ) ( R ) i - N89 °39 ' 57 " E 2636 . 86 ' ( M ) N89 °39 ' 57 " E 2636 . 86 ' ( M ) II SEC I I II O T5N R 3 I V z z o N0 . DATE : REV I S 1 ON DESCR I PT 1 ON NAME PREPARED BY : PFS sIDNAruRE DATE COLORADO SAND COMPANY THIS AND ANY OTHER ELECTRONIC MEDIA 31 COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 P R 0 J E C T W PREPARED BY ASCENT GEOMATICS SOLUTIONS, LLC EXISTING CONDITIONS C FOR A DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED WHOLE REPREORED TO IN PARTTEONUE TENSIONS OF THELE FOR REUSE N LAND SURVEY PLAT SEC . 2 , TOWNSHIP 6 NORTH, PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions QC REVIEW o MODIFICATION, OF ANY UTILIZATION IF NOT A 8620 Wolff Ct APPROVED RANGE 63 WEST N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT Westminster, Colorado 80031 CLIENT PROJECT NO . m EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS GEDMATICS ; 0LUJI ) NS 6TH PRINCIPAL MERIDIAN I CLIENT si eNAruRE DATE v SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE ASCENT PROJECT NO . TRC_B230001 COUNTY, �T COLORADO UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW WELD CO V 1V T I , I OLORADO a EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : 1 " = 300' SHEET o. APPROVED 7 OF 9 LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SEC 2 SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . WELD COUNTY , COLORADO TJNR6SW EXISTING LEGEND GL0 = 39 . 86 CH ( 2630 . 75 ' ) ( R ) GL0= 39 . 86 CH ( 2630 . 75' ) ( R ) ALIQUOT CORNER FOUND OR SET AS DESCRIBED N89 °39 ' 57" E 2636 . 86 ' M N89 °39 ' 57 " E 2636 . 86 ' ( M ) II _ - - - - SET MONUMENT AS DESCRIBED - - \ A EASEMENT AS REFERENCED ON SHEETS 1 -2 \ II SEC . COR. 3-2- 11 - 10 I \ III I __ __ SECTION LINE FOUND 30" NO . 6 REBAR, QUARTER SECTION LINE SET 30" NO 2- 1 /2" ALUMINUM CAP I �1 I 1 /4 COR SEC 2- 11 SEC . COR. 2- 1 - 12- 11 STAMPED "2010 LS 38175" \ \ \� 3- 1 /4" FOUND 30" NO . 6 REBAR' GOVERNMENT LOT LINE . 6 REBAR \\ ALUMINUM CAP 2- 1 /2" ALUMINUM CAP FENCE LIES 33 . \ 0' WEST Al2 � \ STAMPED " PLS 38412" STAMPED "2011 , LS 38175 PROPOSED LEASE BOUNDARY (SEE NOTE 7) "OF SECTION LINE 90 \ A - -I `-- 40' PIPELINE Row \ r \ � � FENCE- 4 STRAND BARBED WIRE REC . NO . 4201578 \\ \ I 0 300' 600' _ \ / \ \ I DIRT OR TWO-TRACK ROAD AS SPECIFIED I I I / \ \ \\ I IN \ \ \\ GRAPHIC SCALE : 1 " = 300' ( M ) MEASURED 1 I / / \ / ( R) RECORD (SEE NOTE NO . 5) \ , , Rec . No . Date Grantee of Record _,' I OIL & GAS FACILITY 3077383 6/26/03 Duke Energy Field Services LP /%� IL \ // ON AVA � // IL Ii TWO-TRA K ROADS \\ 1 I N N_ _- - - - - � 16 \ - - - /j 11 o I 50' PIPELINE ROW i \ // I • qt O o I ' / p I REC . NO . 3077383 \ \ \\ j/ / l q II o I / GRAVEL ROAD �� V) oz II I °� II \ \ � � \� /i/ /I I � III I _ I I 50 PIPELINE ROW \ // // NEI REC . NO . 3148021 // / III I l \ NWI /4 \ /i I I\ I I o �/ O \\ // I ( \\ // \ \\ I II Rec . No . Date Grantee of Record oIL & GAS FACILITY \\\ Rec . No . Date Grantee of Record III 3148021 1 /27/04 Duke Energy Field Services LP �\ 3260959 2 / 14/05 Duke Energy Field Services LP \ \\\ ► 1 /4 COR SEC 11 - 12ft \ \ \\ I 1 /�/ I SET 30" NO . 6 REBAR, 4 SEC 2 1 /4 COR SEC 10- 11 \ \�\ �-/ I STAMPEUMINUM D " PLS 3841CA2" P 3- 1 /4" ALUMINUM CAP I I \ Ra __ 7 ' 5N R (5/' W STAMPED " PLS 38412" II \ __ __ __ T5N _ CSW __ '-1 I \ \\ II AREA = 28 , 050 , 701 SQ. FT. = 643 . 955 ACRES + /- /I/ 11 FENCE LIES 47 . 2' WEST iiiOF SECTION LINE \ \\ //41 83SEC � \ \ /// \\ ' U ' T5N R6SW fl RECEIVER SITE EASEMENT // I \ REC . NO . 3260959 // II �_ �� I OIL & GAS FACILITY �\ II ( II I 1 iii \ � ❑ iii \ // IIIciT' \ iii /" 41 83 \\ /l \\ \ 1 19 57 \\ \ \ I / 50 PIPELINE EASEMEN \ II I I ^ . O . 3260959 III \\ / RECN Rec . No . Date Grantee of Record \\ \ 3260959 2 / 14/05 Duke Energy Field Services LP ON O - O N II \\ _ _ _ _ _ _ _ _ _ _ _ _ a _ _ II \\ \\ N N I I I \ \ t TWO-TRACK ROADS \\ I I/ � � III // \\ \\ I oN O 1 , /, \ \� SE114SWa /4 \\ q Z I \ 1 O // / \\ GRAVEL R0 OADS 0 to / // �\ /� \\ I I OIL & GAS FACILITY � Jl \ �/ FENCE LIES 35 . 8 WEST ❑ I I \\ / OF SECTION LINE \\ II \� // 35' PIPELINE ROW �I \� _ %/ REC . NO . 4169979 tJ �/ / \( ^ // (APPROX. LOC . ) U) // VAS § 3 // SEC . COR. 10- 11 - 14- 15 // I 1 /4 COR SEC 11 - 14 // SEC . COR. 11 - 12- 13- 14 FOUND 30" NO . 6 REBAR, � FOUND 1 - 1 /2" PIPE , • 0 FOUND 30" NO . 6 REBAR, I /// 3- 1 /4" ALUMINUM CAP / No 3- 1 /4" ALUMINUM CAP I STAMPED "2008 , PLS 2 " " LS 4845" ALUMINUM CAP N 8258 STAMPED "2008 , PLS 28258" \\ // \ STAMPED MI / \\ �I — — — — — - - - - / - - - - - - - - - - - - - - - �- GL0 = 39 . 92 CH ( 2634, 71 ' ) ( R ) GL0 = 39 . 92 CH ( 2634. 71 ' ) ( R ) \\ II N89 14' 57 " E 2668. 46 ' ( M ) N89 °15 ' 23 " E 2668 . 52 ' ( M ) SEC 14 a t \ \ ___ __ 7 ' 5N R6SW _____________ z o NO . DATE : REV I S 1 ON DESCR I PT 1 ON NAME PREPARED BY : PFS SIGNATURE DATE COLORADO SAND COMPANY THIS AND ANY OTHER ELECTRONIC MEDIA 31 COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 P R 0 J E C W PREPARED BY ASCENT T. IT ISICS SOLUTIONS, LLC EXISTING CONDITIONS o FORA DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED WHOLE REPREORED TO IN PARTTEONUE TENSIONS OF THELE FOR REUSE N LAND SURVEY PLAT SEC . 11 , TOWNSHIP 6 NORTH, PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions QC REVIEW o MODIFICATION, OF ANY UTILIZATION IF NOT A 8620 Wolff Ct APPROVED RANGE 63 WEST N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT Westminster, Colorado 80031 CLIENT PROJECT NO . m LEOMATICS SOLO IONS EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS C L 1 E N T si DNATURE DATE 6TH PRINCIPAL NIERIDI SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE ASCENT PROJECT NO . TRC_B230001 T COUNTY, �T COLORADO n UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW WELD CO V 1V T I , I OLORADO EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : 1 " = 300' SHEET o. APPROVED 8 OF 9 LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SEC I I SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . WELD COUNTY , COLORADO SEC . COR. 10- 11 - 14-15 / 2 5 1\1 J 6 3 W /�/ \ � EXISTING LEGEND FOUND 30" NO . 6 REBAR , // 3- 1 /4" ALUMINUM CAP I \\\ // GLO = 39 . 92 CH ( 2634. 71 ' ) ( R ) \ ALIQUOT CORNER FOUND OR SET AS DESCRIBED STAMPED "2008 , PLS 28258" GLO = 39 . 92 CH ( 2634. 71 ) ( R ) \\ II N89 14 57 E 2668 . 46 ( M ) / N89 °15 ' 23 " E 2668 . 52 ' ( M ) - - - - - - - - _ \\ - - - - - - - - - - SET MONUMENT AS DESCRIBED II A EASEMENT AS REFERENCED ON SHEETS 1 -2 \\ iiJ - - SECTION LINE OIL & GAS EQUIPMENT SEC . COR . 11 - 12- 13- 14 QUARTER SECTION LINE FENCE LIES 28 . 5 WEST 1 /4 COR SEC 11 - 14 \ FOUND 1 - 1 /2 PIPE , GOVERNMENT LOT LINE OF SECTION LINE FOUND 30" NO . 6 REBAR, \ � 3" ALUMINUM CAP 3- 1 /4" ALUMINUM CAP � I STAMPED "LS 4845" PROPOSED LEASE BOUNDARY (SEE NOTE 7) STAMPED "2008 , PLS 28258" � FENCE- 4 STRAND BARBED WIRE 0 300' 600' DIRT OR TWO-TRACK ROAD AS SPECIFIED I I II GRAPHIC SCALE : 1 " = 300' ( M ) MEASURED GRAVEL ROAD \ � I ( R) RECORD (SEE NOTE NO . 5) I I II oo UI I 4 NE , I I / " U CV NWI /4 ototo b O d N II ow O Oj Z I II C7 at I I II II 11 ' I I li I I II II ! I SEC 14 1 /4 CORSEC 14- 13 EC 13 1 /4 COR SEC 15- 14 FOUND 1 - 1 /2" PIPE , FOUND 30" NO . 6 REBAR, I I 3" ALUMINUM CAP 3- 1 /4" ALUMINUM CAP T5N STAMPED " LS 4845" � 5 �� ]? 63W STAMPED "2008 , PLS 28258" I b II FENCE LIES 40 .2' WEST I AREA = 27, 830 , 228 SQ. FT. 638 . 894 ACRES 1 /- OF SECTION LINE I ► I I I / I I i0 SEC 15 / II II II Rec . No . Date Grantee of Record I 3797973 10/ 11 / 11 DCP Midstream LP I 4201578 5/9/ 16 Colorado River Devco LP TWO-TRACK ROAD I TWO-TRACK ROAD o g OIL & GAS EQUIPMEN\ / - - - - -__� / \ p \ o , t - - _ _ = = = = NNI- ____- - - - - -/ \� / � OIL & GAS EQUIPMENT \` \ � N NN GRAVEL ROAD / \\ �, �- 47 110 43 ,/ ` \\ //�/ \ \ Rec . No . Date Grantee of Record 0 ' 1- 30 PIPELINE ROW // \\� 3537452 2 /26/08 DCP Midstream LP o 63 REC . NO. 377973 // c ; z \ I SEI /4 ot / SWI14 \\ 0 \�\\ - / / \\ II ' \\ I \\ a J 0 \ \ W / hll� RECI NO . 35374O52 3 \ \ / ) I oi II U)I \ J l/I w IItJ I SEC . COR. 15- 14-23-22 rl� a l FOUND 1 - 1 /2" PIPE , o 3" ALUMINUM CAP 1 /4 COR SEC 14-23 • 0 STAMPED " LS 4845" GI SEC . COR . 14- 13-24-23 al FOUND 1 - 1 /2" PIPE , I ; FOUND 1 - 1 /2" PIPE , 0 o FENCE LIES 0 . 8' SOUTH FENCE LIES 0 . 1 ' SOUTH 3" ALUMINUM CAP FENCE LIES 2 . 9' NORTH 3" ALUMINUM CAP F')0 OF SECTION LINE I OF SECTION LINE STAMPED " LS 4845" II � OF SECTION LINE STAMPED " LS 4845" _ - - - - - - - - - - - - - - - - =- =- GLO= 39 . 84 CH ( 2629 . 43' ) ( R ) GLO= 39 . 84 CH ( 2629 . 43 ) ( R ) I �� II S89 °53' 22" W 2559 . 09 ' ( M ) oOi S89 36 11 W 2558 . 71 ( M ) � 23 II ii z ___ __ 7 ' 5NR6SW _____________ z o N0 . DATE : REV I S 1 ON DESCRIPTION I PT 1 ON NAME PREPARED BY : PFS sIGNAruRE DATE COLORADO SAND COMPANY THIS AND ANY OTHER ELECTRONIC MEDIA 31 COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 P R 0 J E C T W PREPARED BY ASCENT GEOMATICS SOLUTIONS, LLC EXISTING CONDITIONS C FOR A DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED REPREWHOLE ORED TO IN PARTTEONUE TENSIONS OF THELE FOR REUSE N LAND SURVEY PLAT SEC . 14, TOWNSHIP 6 NORTH, 0 PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions QC REVIEW 0 MODIFICATION, OF ANY UTILIZATION IF NOT A 8620 Wolff Ct APPROVED RANGE 63 WEST N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT Westminster, Colorado 80031 CLIENT PROJECT NO . m LEOMATICS SOLUI IONS I EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS CLIENT si GNAruRE DATE 6TH PRINCIPAL PIRINCIPAL MERIDI v SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE ASCENT PROJECT NO . TRC_B230001 T COUNTY, �T COLORADO n UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW WELD CO V 1V T I , I OLORADO a EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : 1 " = 300' SHEET o. 9 OF 9 APPROVED Exhibit 39 Page 5 EXHIBIT 39-4 INDEMNITY AND RELEASE AGREEMENT WITH NOBLE ENERGY, INC. (CHEVRON) Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: SETTLEMENT AGREEMENT AND RELEASE This SETTLEMENT AGREEMENT AND RELEASE ("Agreement") effective as of October 14, 2024 (the "Effective Date") is between Noble Energy, Inca a Delaware corporation ("Chevron"), and Colorado Sand Company II, LLC, a Delaware limited liability company ("Operator"). RECITALS A. WHEREAS, operator possesses a leasehold interest for the lands in weld County, Colorado described in Exhibit A. to this Agreement, said lands referred to herein as the "Property", which property is owned by wells Ranch, LLLP ("Wells Ranch") : B. WHEREAS, Operator intends to develop on the Property a. sand mine facility (the "Facility") as detailed in Exhibit B to this Agreement that will include excavating and material transporting equipment, wet processing equipment, dry processing equipment and loadout facility C. WHEREAS, the Property is located within and adjacent to lands (the "Adjacent Lands.") owned by Wells Ranch where Chevron conducts oil and gas operations in accordance with the Surface Lease between Fells Ranch and Chevron effective as of May 18, 2012, as amended from time to time (the 'Surface Lease"). L WHEREAS, Chevron must maintain its right to access the Property and Adjacent Lands. E. WHEREAS certain installation, construction, and operational activities conducted by operator- in connection with the Facility may impact the on & gas operations planned by Chevron. F WHEREAS, the Parties wish to allocate liability for any future Claims related to the installation, construction, and operation of the Facility and to establish principles of cooperation to mitigate any potential impacts to health, safety, and the environment. NOW THEREFORE, in consideration of the mutual covenants and promises, the Parties agree as follows: TERMS AND CONDITION 1, DEFINITIONS, INTERPRETATION, AND EXHIBITS 1. l Definitions. In this Agreement, these capitalized words or expressions have the following meanings: "Affiliates" means any legal entity that controls, is controlled by, or is under common control with, another legal entity. Any entity is deemed to "controI" another if it owns directly or indirectly at least 50% of the shares or interests entitled to vote. "Claims" means any claim, liability, loss, demand, damage, cost, cause of action of any kind, obligation, requirement, clean-up costs, penalty, fine, interest and award, and whether arising by law, contract, tart (including negligence), voluntary settlement, or in any other manner. "ChevronGroup" means Chevron, Chevron's Affiliates, Chevron invitees, and their respective directors, officers, and employees (and excludes Chevron's contractors and their subcontractors, and their respective directors, officers, and employees). Chevron — Colorado Sand Company —Indemnity and Release Agreement FCC ES .Jaw Settlement Agreement and Release Environmental (July 2020) Execution version l "Environmental Documents" means any technical reports, memoranda, correspondence, and other documents regarding the Work or the environmental conditions at the Property, "Government Entity" means any department, court, tribunal, exchange, authority, commission, board, instrumentality, or agency of any municipal, local, state, federal, or other governmental authority (including regulatory authorities and administrative bodies) and any subdivision of the foregoing or any Person owned or controlled by the government, "Hazardous Material" means any chemical substance, product, waste, or other material which is, or becomes identified, listed, published, regulated, or defined as, or which shows the characteristics of, a hazardous substance, hazardous waste, hazardous material, toxic substance or other regulatory tern, including oil and associated waste or byproducts and components, petroleum hydrocarbons and associated waste or byproducts., and components, produced water, polychlorinated biphenyls, naturally occurring radioactive materials, and asbestos, or which is otherwise regulated or restricted under any applicable law or by any governmental entity, or which may otherwise cause, contribute to, or result in an adverse impact to the environment or an environmental obligation. "Operator Group" means Operator, Operator's Affiliates, Subcontractors, and their respective directors, officers, employees, and. any Person acting on behalf of any of them in connection with any subject matter of this Agreement. "Person" means an individual, corporation, company, association, partnership, state, statutory corporation, government entity, or any other legal entity. "Records" means mean information in any recorded form, including electronic, that relates to this Agreement. "Released Contractor" means a contractor that has entered into an agreement with Chevron (whether- before or after the Effective Date) that includes release, defense and indemnity provisions that are substantially similar to those in Section 5* "Relea.sed Contractor Group" means a Released Contractor and its subcontractor of any filer. "Remediction" or "Remedia.t+e75 means environmental investigation, assessment, monitoring, removal, remediation, corrective action, response action, mitigation, treatment, decontamination, or cleanup. "Subcontractor" means any Person who is engaged by operator or any subcontractor or subsupplier i er of any tier to provide Services (other than an employee of Operator) . "Subsequent Operator" means any person or persons taking title to the Property. 2. PERMITTING AND AGENCY COMMUNICATIONS .1 operations at the Proposed Facility. Operator warrants that the Facility will not substantially deviate from the specifications included in Exhibit B, attached hereto. In the event that Operator intends to modify the design of the Facility in a manner that would be reasonably expected to impact: (i) oil & gas operations conducted by Chevron on the Adjacent Lands; or (ii) the health, safety, and environment of the Property, the Adjacent Chevron - Colorado Sand Company — indemnity and release Agreement FCC ES Law Settlement ,agreement and Release Environmental (July 2020) Execution version 2 Lands, and any personnel of operator Group or Chevron Group, Operator shall provide written notification to Chevron that includes a summary of the planned modifications. Upon Chevron's written notification, Operator shall provide any data reasonably requested by Chevron to evaluate potential impacts of the design modifications to its surface or subsurface oil & gas operations as well as any potential impacts that might affect Chevron's ability to comply with applicable regulations. .2 Permitting. Operator will provide Chevron with copies of any permit applications, environmental assessment reports, technical reports, or other Environmental Documents related to permitting operation or construction of the Facility at least 10 business days prior to submission to a Governmental Entity, operator shall provide a copy of any permits or authorizations issued and obtained for the Facility. Operator will also notify Chevron reasonably in advance of any proposed changes to the Facility that will substantially modify any permits or authorizations obtained for the Facility. 2.3 Air Emissions. Operator recognizes that Chevron has an obligation under federal and state regulations, including Colorado Regulation No. 7, to monitor air quality and the air emissions of its operations and to submit re u 1 ar reports to Governmental Entities regarding air emissions, operator and Chevron shall reasonably cooperate and assist each other in fulfilling, obligations relating to cun-ent and future air emissions requirements, monitoring and reporting under applicable Environmental Laws. 1).4 Notice of Environmental Conditions. (A) If, during the permitting, construction, or operation of the proposed Facility, Operator becornes aware of a condition pertaining to the Property, Adjacent Property or Facility that could be considered a release of Hazardous Materials, a violation of any applicable Law pertaining to health or the environment ("Applicable Environmental Laws"), that could require notice or reporting to a Governmental Entity under Applicable Environmental Laws, or that could give rise to a Claim for property damages, however caused, then Operator shall immediately notify Chevron in writing and promptly provide Chevron a copy or any notice or communication provided by operator to any Governmental Entity regarding said condition. (B) If Chevron becomes aware of a release of Hazardous Materials that originates or emanates from its oil and gas facilities on the Property or the Adjacent Property that could: (i) impact the Facility; (ii) be considered a violation of applicable Environmental Laws that could require notice or reporting to a Governmental Entity under Applicable Environmental Laws} or Oil) give rise to a Claim for property damages, however caused, then Chevron shall immediately notify operator in writing. 2.5 Notice of Potential Violations. (A) Operator shall give prompt written notice to Chevron of; (l.) Any notice, proceeding, or regulatory or enforcement action in connection with a release of Hazardous Materials that may result in Operator conducting Remediation under an applicable Environmental Law; Chevron — Colorado Sand Company — Indemnity and Release Agreement FCC ES Law Settlement Agreement and Release Environmental (July 2020) Execution Version 3 (2) Fxceedances of limitations set on air emissions that are enforceable under Environmental Law, including permit or regulatory thresholds, (B) Chevron shall give prompt written notice to operator of: (1 ) Any notice, proceeding, or regulatory enforcement action in connection with a release of Hazardous Materials that may result in Chevron conducting Remediation on the Property. 2.6 Cooperation with Information Requests. Each Party agrees to reasonably cooperate with the other Party and provide, upon the other Party's reasonable request, environmental assessments, audits, investigations, testing, sampling, analysis, or other information related to notices provided under this Section 2. 3. SAFETY AND MAINTENANCE REQUIREMENTS .l Safety Management System.* Prior to the initiation of construction activities associated with the Facility, operator shall provide Chevron with a copy of its safety management system for the Facility that addresses all applicable safety and emergency procedures, including the drug, alcohol, and road vehicle search procedures. .2 Shared Road Use. (A) The Parties currently use or intend to use and maintain access roads, all or portions of which were constructed and/or have been maintained by the Parties and/or their predecessors in interest (the "Road") that allows Chevron to access various oil and gas wells and facilities associated with the Surface Lease. The Parties shall .share the Road as specifically shown on Exhibit C to facilitate installation, construction, and operation of the Facility while Chevron carries out oil and gas operations. (B) The .parties shall equally share all costs and expense necessary to maintain the Road in a condition which, in the Parties' reasonable judgment, will allow safe and convenient passage for, including but not limited to, the vehicles of Operator Group and Chevron Group any ether contractors employed by any member of Chevron Group. Routine maintenance of the Load shall include shared mowing and weed control, snow plowing and grading the surface to provide for proper drainage and pothole and washout repair ("Routine Maintenance"). (C) If a Party causes unusual damages to the Road that cannot be corrected by Routine Maintenance, then the Party causing such damage shall bear the entire cast to reclaim the affected portions of the Road. 3.3 Setbacks. Operator shall not conduct operations within 150 feet from any wells or facilities operated by Chevron. In addition, operator shall not conduct operations within 50 feet of any flowlines or midstream infrastructure operated by any member of Chevron Group. 3.4 Abandoned Wells. In the event that operator wishes to lower the height of an .abandoned wellhead on the Property, it shall provide written notice to +Chevron. Chevron shall complete the requested removal operations within 240 days after receipt of such written Chevron — Colorado Sand Company — indemnity and Release Agreement FCC ES Law Settlement Agreement and Release Environmental (July 2020) Execution version 4 notice. Operator shall reimburse Chevron for all documented costs associated with the removal operations, In the event Chevron is not able to complete such removal within the 240 -day period it shall give written notice to operator. If Operator receives such written notice, or if the work is not completed within said 240 -day period, operator shall have the right (but not the obligation) to perform the removal operation by hiring a third -party contractor reasonably experienced in such work so long as: (i) operator gives Chevron at least thirty (30) days advance written notice that it will be commencing said well removal work; (ii) there is a closed ECMC Fore 27 associated with the wellhead location that includes a "no further action" determination; and (iii) theme is a closed ECMC Form 4 or here operator has assumed all future reclamation closure requirements through an ECMC Form 4. Before commencement of the work by a third -party contractor, Chevron must provide its written consent, which consent shall not be unreasonably withheld, 3.5 Simultaneous Operations. (A) operator shall notify Chevron in the event that it intends to conduct simultaneous operations thatcould be reasonably expected to affect Chevron's existing oil and gas operations around the Property, In no event shall Operator interuptChevron's use of the Road or fracking operations. (B) Chevron shall notify operator in the event that it intends to conduct simultaneous operations that could be reasonably expected to affect: (i) operator's construction or mining operations on the Property; or (ix) Operator's ability to access or use the Road. In no event shall Chevron prevent operator's use of the Road or prohibit operator's ability to transport sand off the Property. (C) operator shall notify Chevron in the event it becomes aware of any conditions or changes in operation that could reasonably be expected to adversely affect Chevron's existing oil and gas operations in or around the Property, including} but not limited to: (i) Chevron's ability to access or use the Road; or (ii) changes or additions to the proposed mining operations. Such notice shall be delivered to Chevron within 12 hours after Operator becomes aware of the conditions or changes in operation that could. impact Chevron's oil and gas operations and shall include a summary of the event or condition, the potential safety concerns, and the estimated time necessary for operator to resume normal operations, (D)Chevron shall notify operator in the event it becomes aware of any conditions or changes in operation that could reasonably be expected to adversely affect operator's construction or mining operations in or around the Property, including, but not limited to Operator's ability to access or use the Road. Such notice shall be delivered to Operator within 12 hours after Chevron becomes aware of the conditions or changes in operation that could impact operator's operations, 4. INDEMNIFICATION 4.1 operator Indemnification, (A) Operator specifically assumes and shall be responsible for the physical and environmental condition of the Property and all environmental obligations related to the operations and activities of the Facility, as well as any wellhead Chevron — Colorado Sand Company — Indemnity and Release Agreement FCC ES Law Settlement Agreement and Release Environmental (July 2020) Execution Version 5 abandonment operations it undertakes in accordance with Section 4.1. Operator shall release, indemnify, and defend Chevron Group from and against any Claims arising from the operations and activities of the Facility, including Claims involving any actual, proposed, or threatened use, treatment, storage, holding, existence, disposition, release, generation, production., manufacturing, processing, refilling, control, management, abatement, removal, handling, transfer, or transportation to or from the Adjacent Land or Property of any Hazardous Materials, and other substances, pollutants or contaminants, arising under any Applicable Environmental Laves, regardless of whether existing prior to, as of, or after the Effective rate, or whether the Claim is known or unknown, foreseeable or unforeseeable, except to the extent such Claims are due to the, fault of Chevron. (B) operator shall, and shall cause that all of Operator's future assignees and successors release, indemnify, and defend Chevron from and against any and all Claims related to the environmental condition, operations and activities of the Facility regardless of whether existing prior to, as of, or after the Effective rate, attributable or relating to any period before or after the Effective rate, or whether the Claims is known or unknown, foreseeable or unforeseeable. 4.7 Chevron Indemnification, (A) Chevron .shall release, indemnify and defend Operator from and against any Claims arising from its oil and gas operations that impact the Facility, including Claims involving any actual, proposed, or threatened use, treatment, storage, holding, existence, disposition, release, generation, production, manufacturing, processing, refining, control, management, abatement, removal, handling, transfer, or transportation to or from the Adjacent Land or Property of any Hazardous Materials, and other substances, pollutants or contaminants, arising under any Applicable Environmental Laws, regardless of whether existing prior to, as of, or after the Effective rate, or whether the Claire is known or unknown, foreseeable or unforeseeable, except to the extent to the extent such Claims are due to the fault of Operator. (B) Chevron shall, and shall cause that all of Chevron's future assignees and successors release, indemnify, and defend operator from and against any and all Claims related to the environmental condition, operations and activities of Chevron on the Adjacent Land and Property regardless of whether existing prior to, as of, or after the Effective rate, attributable or relating to any period before or after the Effective Date, or vithether the Claims are known or unknown, foreseeable or unforeseeable. 4.3 Third Party Property If damage is suffered or loss is incurred in relation to property of any Person who is not a member of Chevron Group, Operator Group, or released Contractor Group where that damage or loss arises out of this Agreement, liability for Claims associated with such damage or lass shall be apportioned as at law and the Party, if any, found responsible at law shall indemnify the other Party from such Claims to the full extent of the responsible Party's liability at law,. 4.4 Limitation on Class of Damages. Chevron — Colorado Sand Company — Indemnity and Release Agreement FCC ES Lave Settlement Agreement and Release Environmental (July 2020) Execution version 6 (A) Chevron and Operator mutually waive and release to the fullest extent permitted by applicable law, all of the following Claims for damages arising out of this Agreement, whether such Claims are made in connection with an indernnity, a breach of any obligation under this .Agreement, or any other Claim. (1) Indirect, special, or consequential damage or loss. (2) Loss of profits, loss of production (including production of petroleum or petroleum products), loss of economic advantage or benefit, or loss of business opportunity, in each case whether direct, indirect, prospective, or actual. (3) Punitive or exemplary damages. (B) The limitations provided in Section 4.4(A) only apply to damages or losses suffered by a member of Chevron Group or Operator Group. The limitations provided in Section 4.4(A) do not apply to Claims for damages or losses suffered by third parties. 4.5 When a Party indemnifies any member of +chevron, Group or operator Group against Claims, the indemnifying Panty shall defend, and hold the indemnified Party harmless against those Claims and against all reasonable costs, expenses and fees of any kind (including attorneys' fees) incurred by indemnified Party in defending those Claims, and any tax imposed on the indemnified Party as a consequence of receiving a payment ender this Section 4. 4.6 A Pearson seeking to rely on an indemnity has the right to reasonably object to counsel selected by the indemnifying Party and select alternative counsel at the cost of the indemnifying Party. 5. CHEVRON RELEASE 5,1 RELEASE. In exchange for the consideration that operator is providing under this Agreement, Chevron on behalf of itself and its Affiliates waives any right it holds to submit public comments, appeal, seep judicial or regulatory review, or otherwise interfere with operator's permitting efforts for the Facility. 6. MUTUAL RELEASE AND INDEMNITY BETWEEN OPERATOR AND RELEASED CONTRACTORS 6.I RELEASE, DEFENSE AND INDEMNITY OBLIGATIONS. Operator releases, defends and indemnifies each member- of Released Contractor Group against all Claims in relation to the following: (A) injury, death or disease of any employee or personnel of a member- of Operator Group where the injury, death or disease arises out of this Agreement or the Released Contractor's contract. (B) Damage to or loss of operatorGroup's Property, where the damage or loss arises out of this Agreement or the Released Contractor's contract. Chevron — Colorado Sand Company — Indemnity and Release Agreement FCC ES Law Settlement Agreement and Release Environmental (.duly 2020) Execution 'version 7 .2 operator shall include a provision substantially similar to this Section 6 in its contracts with Subcontractors whereby Subcontractors assume similar release, defense and indemnity obligations in favor of each member of a Released. Contractor Group. 6.3 Chevron incurs no obligation under this Section 6 to operator, any .Released Contractor or any other Person. Operator defends and indemnifies. Chevron from any Claims arising out of this Section 5. 6.4 Chevron shall, upon request, provide operator reasonable assistance and information so that Operator may verify that Chevron's other contractors entering the Property identified in writing by operator are Released Contractors as defined in Section 6.1. Operator has the right to exclude from the Property the personnel and/or real property{ of any of Chevron's other contractors that cannot be confirmed to be members of a Released Contractor Group or have not executed a separate mutual hold harmless agreement ("MHHA' ) with Operator on terms acceptable to Operator. Operator shall not unreasonably exclude any of Chevron's other contractors, and if requested, shall specify the reason for any exclusion in writing. Notwithstanding the foregoing, Chevron shall have the right to require operator to allow the personnel and/or real property of a contractor- that is not a Released Contractor or member of a Released Contractor Group or has not signed a MHHA. access to the Property by notifying Operator in writing that Chevron agrees that such other contractor will be deemed to be a member of Chevron Group for purposes of Section 5.2 of this Agreement. Chevron incurs no other obligation under this Section 5 to operator, any Released Contractor or any other Person, Operator indemnifies Chevron against any Claims arising out of this Section 5, except where such other contractor has been deemed a member of Chevron Group, in which case the provisions of Section 5.2 shall apply. 7. INSURANCE 7.1 Insurance Required of Operator. Operator shall maintain the following insurance and all other insurance required by applicable law. Nothing contained under Section 7, nor the actual amounts of insurance maintained by operator or its Subcontractors, shall limit or reduce operator's liability and indemnity obligations under this Agreement. (A) Workers' Compensation and Employer's Liability Insurance as prescribed by applicable laws in the State of Colorado. (B) Commercial General Liability (Bodily Injury and Property Damage) Insurance} including the following supplemental coverages: Contractual Liability to cover the liabilities assumed in this Agreement; Products and Completed Operations; Explosion, Collapse and Underground Hazards; and Sudden and Accidental Pollution. The policy limits must not be less than US$10,000,000 or its currency equivalent per occurrence. (C) Automobile Bodily Injury and Property Damage Liability Insurance extending to all vehicles utilized by operator Group in connection with the installation, construction, and operation of the Facility. The policy limits for this insurance must be the higher of the amount required by applicable laws or US$1,000,000 or its currency equivalent combined single limit per occurrence. Chevron — Colorado Sand Company — Indemnity and Release Agreement FCC ES Law Settlement Agreement and Release Environmental (July 2020) Execution version 8 8. GOVERNING LAW AND RESOLUTION OF DISPUTES 8.1 Governing Law. This Agreement is governed by and interpreted in accordance with the law of the State of Colorado, without regard to its choice of law rules, except that the substantive and procedural rules of the Federal Arbitration Act, 9 U.S.C. §§ 1-16 govern Section 8.2 (Resolution of Disputes). 8.2 Resolution of Disputes. The Parties shall exclusively and finally resolve any dispute between them using direct negotiations, mediation, and arbitration as set out in this Section 8.2. If any dispute arises out of this Agreement, either Party may initiate the dispute resolution process by giving notice to the ether Party. If a dispute cannot be resolved by direct negotiation, either Party may initiate mediation by giving notice to the other. Mediation must be attended by a representative from each party with decision -making authority. All mediation fees and costs must be paid equally and each Party shall bear its own attorneys' fees and casts in connection with such mediation. If the Parties fall to resolve the dispute through mediation, or if absent an agreement between the Parties on an alternative, schedule for the mediation, the dispute remains unsolved after 90 days from the date of written notice initiating the dispute resolution process, either Party may initiate binding arbitration. The place of mediation and arbitration must be in the State where the property is located. One arbitrator (or 3 arbitrators if the monetary value of the dispute is more than US ,000,000 or its, currency equivalent, or if there is a dispute whether the monetary value exceeds the US$5,000,000) will conduct the arbitral proceedings in accordance with the then existing Commercial Arbitration rules of the American Arbitration Association ("AAA"). The arbitrator(s) must be appointed as provided in the AAA Commercial Arbitration Rules. The maximum number of witnesses each Party may call to give evidence is 3 witnesses of fact and 1 expert witness. The arbitration award is final and binding, and rust be issued within 90 days from completion of the arbitration hearing. Regardless of which Party prevails, all arbitration fees and casts must be paid equally and each Party shall bear its own attorneys' fees and costs in connection with such arbitration. The Parties waive irrevocably their right to any form of appeal, review, or recourse to any court or other judicial authority under any applicable law to the extent that such waiver may be validly made. Proceedings to (A) preserve property or .seep injunctive relief, or (B) enforce an award under this Section 8.2, may be brought in any court of competent jurisdiction. 9. TERM 91 This Agreement, and the rights and benefits granted and created herein shall be effective as of the Effective Date and shall continue in full force and effect for as long as; 0) Chevron conducts oil & gas operations and completes any reclamation activities required under applicable law on the Adjacent Lands; or (ii) Operator operates the Facility and completes all reclamation and/or remediation activities required under applicable law, whichever occurs later. 10. GENERAL PROVISIONS 10.1 Compliance obligations. (A) Conflict of Interest. No member of Operator 'group will, in connection with this Agreement (1) give to or receive from any director, employee, or agent of Chevron Chevron — Colorado Sand Company] — Indemnity and Release Agreement FCC ES Laver Settlement Agreement and Release Environmental (July 2020) Execution version 9 or its Affiliates, any gift, entertainment, or other benefit of significant cost or value, or any commission, fee, or rebate, and (2) enter into any business arrangement with any director, employee, or agent of Chevron or its affiliates (other than as a representative of Chevron or its Affiliates) without Chevron's prior written consent. (B) Pre -Contract violations, reporting violations, and Termination. Operator represents and warrants that no event has occurred prior to the Effective Late, which if it had occurred after the Effective Date, would be a violation of Section 10.1(A.) (Conflict of Interest). Operator shall immediately notify Chevron of any violation of Sections 10.1(A) or 10.1(B) . Notwithstanding any other contrary provision of this Agreement, Chevron may terminate this Agreement at any time with immediate effect for any violation of Sections 10.1(A) or 10.1.(10. (C) records and. Inspection. Up until 24 months from the end of the calendar year in which this Agreement is executed, (1) Operator shall ensure that all members of Operator Group retain all Records related to this Agreement (or until expiration of the statute of limitations for taxes or import or export charges), and (2) Chevron may inspect at any time all Records to confirm that the requirements of this Agreement are met. 10.2 Taxes. Each Party is responsible for all liabilities or Claims for taxes that any taxing authority 1'i'iay assess or levy against that Party relating to this Agreement. 10.3 Prior Agreements. This Agreement constitutes the entire agreement and understanding between the Parties and supersedes all prior and contemporaneous representations, agreements, understandings, and commitments between the Parties concerning the subject matter of this Agreement. Each of the Parties expressly warrants and represents that no promise or agreement not contained in this agreement has been made to it., and none of the Parties are relying upon any statement or any representation of any Party or any agent of any Party that is not contained in this Agreement. 10.4 Amendments. No amendment to this Agreement is effective unless made in writing and signed by authorized representatives of .all Parties. 10.5 Notices. All notices must be in writing and delivered by mail (postage prepaid), email, or by a recognized courier service to the appropriate Party's address, set out in this Agreement. Email notices must clearly state that it is a notice given under this Agreement. Notice given under Section 6 must be delivered by [nail or by a recognized courier service, not by email. Notices are effective when received by the recipient during the recipient's regular business hours. Each Party may change the contact information for notices by notice to the other Party. 10.6 Counterparts. The exchange of counterpart signature pages between the Parties constitutes execution and delivery of this Agreement and it will not be necessary that the signatures of all Parties be contained on any one counterpart. No Party will be bound to this Agreement unless and until all Parties have executed a counterpart. Executed signature pages sent by facsimile, email scan, or otherwise by photocopy are valid means of delivery. Chevron — Colorado Sand Company -- Indemnity and Release Agreement FCC ES Law Settlement Agreement and Release Environmental (July 2020) Execution version 10 10.7 Severability and Savings. If any provision (or part of a provision, as applicable) of this Agreement is determined to be invalid or unenforceable by a court or arbitrator of competent jurisdiction, the invalidity or unenforceability will not affect the other provisions of this Agreement, and all provisions not affected by such invalidity or unenfo•ceability will remain in full force and effect. The offending provision (or part of the provision, as applicable) will be modified to be valid and enforceable while achieving to the greatest possible extent, the economic, legal, and commercial objectives of the invalid or unenforceable provision. 10.8 Fiduciary Relationship. The Parties acknowledge and agree that Chevron will not for any reason be considered to have a fiduciary relationship with Operator. 10.9 Binding Effect. This Agreement will be binding on and inure for the benefit of the rightful successors and permitted assigns of the Parties. 10.10 Assignment and Transfer. (A) By Operator. Operator shall promptly notify Chevron of any transfer of its interest in the Property and shall provide a copy of this Agreement to any and all transferees. (B) By Chevron* Chevron may, at any time, assign or transfer all or part of its rights or obligations under this Agreement to any person without Operator's consent. 1+x.11 Third Party Beneficiaries. Except as otherwise expressly stated, any person who is not a Party to this Agreement does not have any rights under this Agreement nor may such person enforce any provision in this Agreement. I 0.12 Construction. Each Party has participated in the preparation of this Agreement and has had the opportunity to consult with legal counsel and any other advisors of its choice to its satisfaction regarding the terms and provisions of this Agreement. Each Party bears its own casts incurred to prepare this Agreement. As a result, the rule of construction that an agreement be construed .against the drafter will not be asserted or applied to this Agreement. 10.13 Confidentiality, The terms and conditions of this Agreement are confidential and may not be disclosed by any Party (or by their attorneys or by others acting through, under or in concert with such Party) to any other person or entity without the express written consent of the other Party except for disclosures (A) to each Party's respective officers, directors, managers., members, employees and those of its Affiliates; (B) to any attorneys, accountants, insurers and auditors of each Party; (C) to Subsequent Operators and prospective purchasers in accordance with Section 10.10; (D) as is required by court order; (E) as reasonably necessary to enforce or interpret thisAgreement; or (F) as otherwise required by law The remainder of the page intentionally left blank. Chevron — Colorado Sand Company — Indemnity and Release Agreernent FCC Es Law Settlement Agreement and Release Environmental (Jule 2020) Execution version 11 IMPORTANT NOTICE: THIS AGREEMENT CONTAINS PROVISIONS REGARDING INDEMNITIES AND WARRANTIES THAT EXPRESS THE AGREEMENT OF THE PANTIES CONCERNING CLAIMS ARISING OUT OF THIS AGREEMENT. The Parties have executed this Agreement as evidenced by the following signatures of authorized representatives of the Parties: CHEVRON: NOBLE ENERGY, INC, Signature: Name: Zach Shearon Title: Attorney -In -Fast Date: )O " Z3-- 70 Z �{ AGREEMENT NOTICES Brian DeRose Attention: Surface Land Manager Entail: brian.derose@chevron.com Address: Noble Energy, Inc. 1099 18th Street, Suite 1500 Denver, CO 80202 OPERATOR.: COLORADO SAND COMPANY Signature: Name: David. Patterson Title: Co -President Date: �w�■ww� IBS" A III AGREE1v'itt,i V 1 1 ii 114x. ia �y Brady"Reece Attention: Chief Commercial Officer Email: Address: Chevron — Colorado Sand Company — Indemnity and Release Agreement FCC ES Law Settlement Agreement and Release Environmental (July 2020) Execution Version breeee@capitalsand.com Colorado Sand Company 11, LLC 2001 Kirby Drive Suite 360 Houston, TX 77019 l? EXHIBIT A - LEGAL DESCRIPTION Chevron — Colorado Sand Company --Indemnity and release Agreement FCC ES Law Settlement Agreernent and Release Environmental (July 2020) Execution "Versi on 13 ALL OF SECTIONS 2, 3, 10, 11, 14, AND 15, TOWNSHIP 5 NORTH, RANGE 63 WEST AND THE SOUTH ONE-HALF OF THE SOUTH ONE-HALF (S1/2 OF THE S1/2) OF SECTION 34, TOWNSHIP 6 NORTH, RANGE 63 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BASIS OF BEARINGS: THE WEST LINE OF THE SOUTHWEST ONE -QUARTER OF SAID SECTION 15 AS MONUMENTED AT THE SOUTHWEST CORNER OF SAID SECTION 15 BY A 3 INCH ALUMINUM CAP ON #6 REBAR STAMED "LS 4845," FROM WHICH THE WEST QUARTER CORNER OF SAID SECTION 15 AS MONUMENTED BY A 3 INCH ALUMINUM CAP ON #6 REBAR STAMPED "LS 7242, 1990" BEARS N04439'27"'W A DISTANCE OF 2,641.96 FEET, WITH ALL BEARINGS SHOWN HEREON RELATIVE THERETO. BEGINNING AT SAID SOUTHWEST CORNER OF SAID SECTION 15, TOWNSHIP ; NORTH, RANGE 63 WEST AS SHOWN ON THE LAND SURVEY PLAT DATED 2024 FILED IN THE WELD COUNTY CLERK AND RECORDERS OFFICE UNDER RECEPTION NUMBER 4940341; THENCE N04°3'9'27"W, A DISTANCE OF 2,641.96 FEET ALONG SAID WEST LINE OF THE SOUTHWEST QUARTER TO SAID 'VEST QUARTER CORNER OF SECTION 15, THENCE N04`38'1.4°'W, A DISTANCE OF 2,642.40 FEET AMONG THE WEST LINE OF THE NORTHWEST QUARTER TO THE NORTHWEST CORNER OF SAID SECTION 15; THENCE N00'54'11"W„ A DISTANCE OF 2,642.05 FEET ALONG THE WEST LINE OF THE SOUTHWEST QUARTER TO THE WEST QUARTER CORDER OF SAID SECTION 10; THENCE NO0c54'361'W, A DISTANCE OF 2,642.40 FEET ALONG THE WEST LINE OF THE NORTHWEST QUARTER TO THE NORTHWEST CORNER OF SAID SECTION 10; THENCE N00°48'02°"W, A DISTANCE OF 2,6.39.14 FEET ALONG THE WEST LINE OF THE SOUTHWEST QUARTER TO THE WEST QUARTER CORNER OF SAID SECTION 3; THENCE N00c48'34"W, A DISTANCE OF 2,652.06 FEET ALONG THE WEST LINE OF THE NORTHWEST QUARTER TO THE NORTHWEST CORNER OF SAID SECTION 3, TOWNSHIP 5 NORTH, RANGE 63 'VEST; SAID POINT ALSO BEING THE SOUTHWEST CORNER OF SAID SECTION 34, TOWNSHIP 6 NORTH, RANGE 63 WEST; THENCE N01°14'00"4W, A DISTANCE OF 1,323.01 FEET ALONG THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 34 TO THE NORTHWEST CORNER OF THE SOUTH HALF OF THE SOUTH HALF (S1/2 OF THE 51/2) OF SAID SECTION 34; Chevron — Colorado .Sand Company — Indemnity and Release Agreement FCC ES Law Settlement Agreement and Release Environmental (July 20 0) Execution Version 14 THENCE DEPARTING SAID WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 34 N89°17'34"E, A DISTANCE OF 2,639.04 FEET ALONG THE NORTH LINE OF THE SOUTH HALF OF THE SOUTH HALF (S1/'2 OF THE S1/2) OF SAID SECTION 34 TO THE CENTER -SOUTH (C -S) 1/16-H CORNER OF SAID SECTION 34; THENCE N89°17'141, A'DISTANC.E OF 2,633.94 FEET ALONG SAID NORTH LINE OF THE SOUTH HALF OF THE SOUTH HALF (S1/2 OF THE S1/2) OF SAID SECTION 34 TO THE NORTHEAST CORNER OF THE SOUTH HALF OF THE SOUTH HALF (51/2 OF THE SW) OF SAID SECTION 34; THENCE 500'50'34"E, A DISTANCE OF 1,330.01 FEET ALONG THE EAST LINE OF THE SOUTHEAST QUARTER TO THE SOUTHEAST CORNER OF SAID SECTION 34, TOWNSHIP 6 NORTH, RANGE 63 WEST; SAID POINT ALSO BEING THE NORTHWEST CORNER OF SAID SECTION 2, TOWNSHIP 5 NORTH, RANGE 63 WEST; THENCE N89°21'07"`E, A DISTANCE OF 2,631.92 FEET ALONG THE NORTH LINE OF THE NORTHWEST QUARTER TO THE NORTH QUARTER CORNER OF SAID SECTION 2; THENCE N89'23'04"E, A DISTANCE OF 2,630.63 FEET ALONG THE NORTH LINE OF THE NORTHEAST QUARTER TO THE NORTHEAST CORNER OF SAID SECTION 2; THENCE SO1°11'04"E, A DISTANCE OF 2,641.81 FEET ALONG THE EAST LINE OF THE NORTHEAST QUARTER TO THE EAST QUARTER CORNER OF SAID SECTION 2; THENCE 501°11'04"E, A DISTANCE OF 2,655.08 FEET ALONG THE EAST LINE OF THE SOUTHEAST QUARTER TO THE SOUTHEAST CORNER OF SAID SECTION 2; THENCE SO1°41'2 2"E A DISTANCE OF 2,634.57 FEET ALONG THE EAST LINE OF THE NORTHEAST QUARTER TO � THE EAST QUARTER CORNER OF SAID SECTION 11; THENCE S01°41'22"E, A DISTANCE OF 2,634.57 FEET ALONG THE EAST LINE OF THE SOUTHEAST QUARTER TO THE SOUTHEAST CORNER OF SAID SECTION 11 THENCE S00°22'20" E, A DISTANCE OF 2674.74 FEET ALONG THE EAST LINE OF THE NORTHEAST QUARTER TO THE EAST QUARTER CORNER OF SAID SECTION 14; THENCE S00°24'041, A DISTANCE OF 2,675.41 FEET ALONG EAST LINE OF THE SOUTHEAST QUARTER TO THE SOUTHEAST CORNER OF SAID SECTION 14; THENCE 589°53'22"W, A, DISTANCE OF 2,559.09 FEET ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER TO THE SOUTH QUARTER CORNER OF SAID SECTION 14; THENCE 589'36"11"W, A DISTANCE OF 2,558.71 FEET ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER TO THE SOUTH'W'EST CORNER OF SAID SECTION 14; THENCE 589'44'28"W, A DISTANCE OF 2,561.33 FEET ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER TO THE SOUTH QUARTER CORNER OF SAID SECTION 15; Chevron — Colorado Sand Company — indemnity and Release Agreement FCC ES Law Settlement Agreement and Release Environmental (July '.020) Execution Version 15 THENCE 589'45'32"W, A DISTANCE OF 2,561.71 FEET ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER TO THE POINT OF BEGINNING. SAID DESCRIBED PERMIT PARCEL OF LANE) CONTAINS 3,997.56 ACRES, MORE OR LESS (+), AND IS SUBJECT TO .ANY RIGHTS- OF -WAY OR OTHER EASEMENTS OF RECORD OR AS NOW EXISTING ON SAID DESCRIBED PARCEL OF LAND. ALL BEARINGS ARE GRID BEARINGS OF THE COLORADO STATE PLANE COORDINATE SYSTEM, FORTH ZONE, NORTH AMERICAN DATUM 1983/2011. THE LINEAL DIMENSIONS AND AREAS A5 SHOWN HEREIN ARE GROUND DISTANCES AND GROUND AREAS BASEL) ON THE "U.S. SURVEY FOOT." TO GET GRID DISTANCES MULTIPLY SHOWN DISTANCE BY 0.999 '4226. ALL REFERENCES TO ALIQUOT CORNER MONUMENATION IS DESCRIBED ON THE LAND SURVEY PLAT DATED 2024 FILED IN THE WELD COUNTY CLERK AND RECORDERS OFFICE UNDER RECEPTION NUMBER 4940341; Chevron — Colorado Sand. 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E E o / U r1 ej co • _ cep U ce 2 i71 o U U [s., Execution Version EXHIBIT C DESCRIPTION OF ROAD Chevron — Colorado Sand Company — Indemnity and Release Agreement FCC ES Lair Settlement Agreement and Release Environmental (July 2020) Execution Version 27 ACCESS ROAD EASEMENT 1 AN ACCESS ROAD EASEMENT, BEING 25 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE, LOCATED IN SECTIONS 22, 27, AND 34, TOWNSHIP 5 NORTH, RANGE 53 WEST, 5TH PRINCIPAL MERIDIAN, WELD COUNTY, COLORADO, BEING MORE PARTICULARLY [DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 22, AS MONUMENTEO BY A FOUND 3.1/4" ALUMINUM CAP ON NUIVIBER 5 REBAB STAMPED "LS 10855, 1997," WHENCE THE NORTHEAST GORIER OF SAID SECTION 22, AS IVIONUMENTED BY A FOUND 2-1/2" ALUMINUM CAP ON NUMBER 5 REBAR STAMPED "LS 9544, 1995," BEARS NORTH B0°21+58" EAST A DISTANCE OF 5,345.70 FEET, BEING THE BASIS OF BEARINGS IN THIS DESCRIPTION, THENCE ALONG THE FORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 22 NORTH 89°21'58" EAST, A DISTANCE OF 1,352.64 FEET TO THE POINT OF BEGINNING 1 (POB 1), THENCE DEPARTING SAID NORTH LINE OF THE NORTHWEST QUARTER SOUTH 04612'29" WEST, A DISTANCE OF 408.77 FEET; THENCE SOUTH 00°25'01" EAST, A DISTANCE OF 1,112.82 FEET; THENCE SOUTH 01°04'49" EAST, A DISTANCE OF 977.55 FEET; THENCE SOUTH 04°55'15" EAST, A DISTANCE OF 310.38 FEET; THENCE SOUTH 01024'54" EAST, A DISTANCE OF 725.75 FEET; THENCE SOUTH 03°40'51" EAST, A DISTANCE OF 230.00 FEET; THENCE 242.55 FEET ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 268.00 FEET AND A CENTRAL ANGLE OF 51'51'20" (CHORD BEARS SOUTH H 29°35`31" EAST, A DISTANCE OF 234.35 FEET); THENCE SOUTH 55¢3210" EAST, A DISTANCE OF 1,097.50 FEET, THENCE 358.54 FEET ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 370.00 FEET AND A CENTRAL ANGLE OF 55432'10" (CHORD BEARS SOUTH 27445'05" EAST, A DISTANCE OF 344.75 FEET); THENCE SOUTH 0313121" EAST, A DISTANCE OF 1,571.95 FEET; THENCE SOUTH 05'36#03" EAST, A DISTANCE OF 1,103.93 FEET; THENCE SOUTH 0510#45" EAST, A DISTANCE OF 1,104.87 FEET; THENCE SOUTH 07°42'00" EAST, A DISTANCE OF 1,210.07 FEET; THENCE SOUTH 07°45`22" EAST, A DISTANCE OF 535.71 FEET; THENCE SOUTH 05'28124" EAST, A DISTANCE OF 490.35 FEET; PAGE 1 OF 3 Chevron — Colorado Sand Company -- Indemnity and Release Agreement FCC ES Law Settlement Agreement and Release Environmental (July 2020) Execution Version THENCE 233.44 FEET ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 332.O0 FEET AND A CENTRAL ANGLE OF 4O°17'1O" (CHORD BEARS SOUTH 13°40'11" WEST, A DISTANCE OF 228.66 FEET); THENCE SOUTH 33'48'46" WEST, A DISTANCE OF 1,368,81 FEET; THENCE 94.05 FEET ALONG A CURVE TO THE LEFT NAMING A RADIUS OF 135.O0 FEET AND A CENTRAL ANGLE OF 39°54'57" (CHORD BEARS SOUTH 13'5118" WEST, A DISTANCE OF 92.16 FEET); THENCE SOUTH DC°x}5'11" EAST, A DISTANCE OF 115.29 FEET; THENCE SOUTH 1D°5E'56" EAST, A DISTANCE OF 572.33 FEET; THENCE SOUTH 16649'13" EAST, A DISTANCE OF 459.88 FEET; THENCE SOUTH 20'52'1.5" EAST, A DISTANCE OF 352.88 FEET; THENCE SOUTH 40°50'36" WEST, A DISTANCE OF 89.73 FEET; THENCE SOUTH 43'OO'58" WEST, A DISTANCE OF 437,74 FEET; THENCE SOUTH 45'21'39" LEST, A► DISTANCE OF 319.42 FEET TO THE NORTH LINE OF THE SOUTH HALF OF THE SOUTH HALF (S1/2, S1/2) OF SAID SECTION 34 AND THE POINT OF TERMINUS 1(ROT 1�, FROI) WHICH THE SOUTH 1/161" CORNER OF SAID SECTIONS 33 AND 34/ AS 1111ONUMENTED BY A 3-1/4" ALUMINUM CAP ON A 30" NUMBER 0 REBAR, BEARS SOUTH 89°1934" WEST, A DISTANCE OF 1,968.42. FEET. SAID EASEMENT CONTAINING 786,275 SQUARE FEET OR 18.05 ACRES, MORE OR LESS, ALSO BUNG 15,725.5 FEET OR 953.1 RODS, GRID DISTANCES ARE BASED OFF U.S. SURVEY FOOT PER COLORADO NORTH STATE PLATE (NAD83) NORTH ZONE, SIDELINES OF SAID EASEMENT TO BE TRIMMED OR EXTENDED TO THE FORTH LINE OF THE SOUTH HALF OF THE .SOUTH HALF (S1/2, 51/2) OF SAID SECTION 34, TOGETHER WITH: Ate_ RA,D EASEi�2 AN ACCESS ROAD EASEMENT, BEING 25 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE, LOCATED 1N SECTION 34, TOWNSHIP 6 NORTH, RANGE 63 WEST, 61." PRINCIPAL MERIDIAN, WELD COUNTY, COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT SAID NORTHEAST CORNED OF SAID SECTION 22; THENCE SOUTH 11°12'34` EAST, A DISTANCE OF 14,22755 FEET TO THE POINT OF BEGINNING 2 (ROB 2); THENCE SOUTH 5O'27"13" EAST, A DISTANCE OF 119.24 FEET, THENCE SOUTH 56'O526" EAST, A DISTANCE OF 163,79 FEET; THENCE SOUTH 01°11'48" EAST, A DISTANCE OF 244.44 FEET; PAGE 2OF3 Chevron — Colorado Sand Company -m Indemnity and Release Agreement, FCC ES L 'EiNV Settlement Agreement and Release Environmental (July 2020) Execution Version 29 THENCE SOUTH 52°16'17" EAST, A DISTANCE OF 185.58 FEET; THENCE 365.36 FEET ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 324,00 FEET AND A CENTRAL ANGLE OF 55°58'22" (CHORD BEARS NORTH 89°44'32" EAST) A DISTANCE OF 351.01 FEET); THENCE NORTH 61°30'29" EAST, A DISTANCE OF 141,08 FEET; THENCE 181.49 FEET ALONG A CURVE TO TI -EE RIGHT HAVING A RADIUS OF 77.00 FEET AND A CENTRAL. ANGLE OF 75°31105" (CHORD BEARS SOUTH 80'43'59" EAST, A DISTANCE OF 94.30 FEET), THENCE SOUTH 42°58'26" EAST, A DISTANCE OF 107.57 FEET, TFIENCE SOUTH 35'18'08" EAST, A DISTANCE OF 226.60 FEET TO THE NORTH LINE OF THE SOUTH HALF OF THE SOUTH HALF (sip, sip) OF SAID SECTION 34 AND THE PONT OF TERMINUS 2 (POT 2), FROM WHICH THE SOUTH 1/16TH CORNER QF SAID SECTIONS 34 AND 35r AS IviONU1' NFEED BY A 3-1/4`r ALUMINUM CAP ON A 30" NUMBER 6 REBAR, BEARS NORTH 89°17'14" EAST, A DISTANCE OF 1,332.86 FEET. SAID EASEMENT CONTAINING 82,760 SQUARE FEET OR 1.90 ACRES, MORE OR LESS, ALSO BEING 1655.1 FEET OR 100.3 RODS IN LENGTH, GRID DISTANCES ARE BASED OFF U.S. SURREY FOOT PER COLORADO NORTH STATE PLANE (NAD831 NORTH ZONE. 5iDELINES OF SAID EASEMENT TO BE TRIMMED OR EXTENDED TO THE NORTH LINE OF THE SOUTH HALF OF THE SOUTH HALF (51/2, SW) OF SAID SECTION 34. I, BRANDON IVIOSER, COLORADO PROFESSIONAL SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS DESCRIPTION AND THE FIELD SURVEY ON THE GROUND UPON WHICH tT wAs BASED WERE PERFORMED BY ivIE OR UNDER IVIY DIRECT SUPERVISION. THIS [DESCRIPTION WAS PREPARED FOR AND BEHALF OF PFS, LLC IBA ASCENT GEOMATICS SOLUTIONS. BRANDON MOSER, PLS 38412 PAGE 3 OF 3 Chevron — Colorado Sand Company — Indemnity and Release Agreement FCC ES Lavv Settlement Agreement and Release Environmental (July 2020) Execution Version 30 Exhibit 39 Page 6 EXHIBIT 39-5 STRUCTURE AGREEMENT WITH WELLS RANCH LLLP Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Structure Agreement This letter has been provided to you, wells Ranch LLP, as the owner of a stock well (Permit Number 319490), stock well (Permit Number 310849), domestic well (Permit Number 3738), a guard station building„ guard station security fence, private roads, interior and perimeter fencing, cattle feeders, troughs, mater tanks and other structures associated with cattle operation on or within tvvo hundred (200) feet of a proposed mine site. The State of Colorado, Division of Reclamation, Mining and Safety ("Division") requires that where a mining operation will adversely affect the stability of any significant, valuable, and permanent man-made structure located within two hundred (200) feet of the affected land, the Applicant shall either: A. Provide a notarized agreement between the Applicant and the Person(s) having an interest in the structure. that the Applicant is to provide compensation for any damage to the structure; or B. Where such an agreement cannot be reached, the Applicant shall provide an appropriate engineering evaluation that demonstrates that such structure shall not be damaged by activities occurring at the raining operation; or C. Where such structure is a utility, the Applicant may supply a notarized letter, on utility letterhead, from the owner(s) of the utility that the raining and reclamation activities, as proposed, will have "no negative effect" on their utility. ('Construction Materials Rule 6.3.12 and Rule 6.4.19 & Hard Rock/Metal Miring Rule 6.3.12 and Rule 6.4.20). The Colorado Mined Land Reclamation Board ("Board") has determined that this form, if properly executed, represents an agreement that complies with the Construction Materials Rule 6.3.12(a), Rule 6.4.19(a), and C.R.S. 34-32.5-115 (4)(e), and with the Hard Rock/Mining Rule 6.3.12(a), Rule 6.4.20(a), and C.R.S §34-32-115(4)(4). This form is for the sole purpose of ensuring compliance with the Rules and Regulations and shall not make the Board or Division a necessary party to any private civil lawsuit to enforce the terms of the agreement or create any enforcement obligations in the Board or the Division. The following structures have been located on, or within, Zoo feet of the proposed affected areas • Stock Well Permit Number 319490, NW1/4 of the NE1/4 of Section 14, T5N, R63W • Stock Well Permit Number 310849, NW1/4 of the NE1/4 of Section 15, T5N, R63W • Domestic Well Permit Number 3738, NW1/4 of the SW1/4 of Section �, T5N, R63W (estimated) • Associated piping, hater tanks, cattle feeders. and other structures associated with cattle operation located throughout the Wells Ranch property. • All interior and perimeter fencing located throughout and along the Permit area. • Guard Shack, including building and security gate located at the northern property entrance. • Private roads from County Road 68, south, to the mine entrance. Structure Agreement Page I of 3 Kersey Mine 112 Reclamation operation CERTIFICATION The Applicant, Colorado Sand Company II, LLC, by David Patterson, Co -President, does hereby certify that Fells Ranch shall be compensated for any damage from the proposed mining operation to the above structure(s) located on, or within, 200 feet of the proposed affected area described within Exhibit A of the Reclamation Permit Application for the Kersey Mine. File Number M i This form ;has been approved by the Colorado Mined Land Reclamation Board pursuant to its authority under the Colorado Land Reclamation Act for the !extraction of Construction Materials and the Colorado Mlined Lard Act for Hard Rock. Metal, and Designated Mining Operations. Any alteration of modification to this form shall result in voiding this form. Structure Agreement Page 2 of 3 Kersey Mine_112 Reclamation Operation Notary Public NOTARY FOR PERMIT APPLICANT ACKNOWLEGED BY: Applicant: Colorado Sand Company II, LLC Representative Dame: Dave Patterson I Representative Signature: � t ` Date: MI VUlt Title: Co -President STATE OF -Tex cyS .) ss. COUNTY OF ce\--0.1(k_______) The foregoing was acknowledged before me this \Stet, clay of L5 -e. oev\psoke Zv2q , by a.L a'Vt(( Pa trarS01^, „ U_ PiAcy,aukit.fof (Of olairho sat,4 caM^I"uhcLLcs My Commission Expires: sally Cardenas My Commission Expires 9/27/2026 Notary to 133986301 °t \ 21 I Zo2(a Structure Agreement Page 3 of 3 Kersey Mine 112 Reclamation operation NOTARY FAR STRUCTURE OVVNER ACKNOWLEGED BY - Structure Owner: Wells Ranch LLLP Representative Signature: ao Print Representative Name: �05� Uj as � �j ,;rte , Representative Signature: Print Representative Name: Date:9-teumLsC) akitt��C� Title: STATE OF Cidt000LCID ss. COUNTY C}F� �P� id } i acknowledged before me thisr) day of(-_ The foregoing was'� e33\luit of _ a�- _ �F y Commission Expires: MARTI K ROTHROCK NOTARY PUBLIC STATE of COLORADO NOTARY ID 1 995401 3290 MY COMMISSION EXPIRES 08/25/2027 as Structure Agreement Page 4 of 3 Kersey Mine.112 Reclamation Operation Exhibit A Proposed Mining Location Kersey Mine 112 Reclamation Operation ii. ar It �t f4 y � . � A. . i w 40 . 418784019581864 , L 1- "Om; 44-1 0 4,s sii kr' . cip i .6 14 k I fr ,a, .. _ a. ,7- --v-7-7---,- i iii II" .r 1I A— 44 - 01 4.4:1 --- _- , .e- ir .1' - ...Pri-4‘4417 _ - . r i : itiiiii. .., 4- ...i , ..isif-4 - as -%. . . . a ._. _ _ _' il: ' ' . _ , . , . - _ .... , , . , 7 K. I Gil , CO . srpb‘ir; 1 ,i ... . . I. . i , „, I Lin . il 4 • II _ Aide r ' • ''•i -11 _ _ . _101t,- - _ f 71 , I'its?. 1 .- itt all i i . , at •D s i — 4 Ali -144I '� - �. _ « fi • ' ..- . r . . A O j Ecir ail 10p.. . _W • A -14k i i id • *. . • Asia1.. e .„. i 411 ker 01 Sat IL OD 4 . - , .. _ .4 __ . _ k atiaS, 05r .. Ilia . - . -141 , 4 • it _ a .... . * s i it S • • , ' 40 • i -hp. it • I � a 4 - - r ' i z • c I . 'Jit 4 rii .-..... ow ill S a . , „I t it UP dor ilb Illar to 0 - - 'zt • ,J a — tan ' • _ - - a + ! a Ileame 0 as 41110 %la-1%,* 11,, 'vs AL:IL • IN s la et lilt I. II A , _.4.0 4 e, # N 3 1: IL_ i. - . _ _ _ . ..., it. is iair._ ! 11. � + ( IN jcitile 1 / __ _ _ _ _ I. '� a - arm as_ - .a s * a I. 'at* ti._ .1 ii IN it . . .7 ir r t •y ti - •• • a AP° IP . 1MA • MI.. • a r 4 31 4 • P. rAA eV c _ ___ ...... ...... _ _ P . " - ,, ` ... ,„„ 4, wil 7 ' - f _ sal, I. "lit Y ,,,I I I 1 iiiilli ill r a i ille f y, ti I in , _ i 0 „� „it) ' lee- Artisig, . - . . ir di lkire - avidt4111/4 J. 4f 4 4 r Iht.lir _ air , L - I E r i 14 si . f d.t s Exhibit B Wells Ranch Structures within Permit Area Kersey Mine 112 Reclamation Operation PROPERTY DESCRIPTION : WELLS RANCH LLLP , A COLORADO LIMITED LIABILITY LIMITED PARTNERSHIP WHICH ACQUIRED TITLE AS LAND SURVEY PLAT WELLS RANCH , A COLORADO GENERAL PARTNERSHIP THE SOUTH HALF OF SECTION 34 , TOWNSHIP 6 NORTH , PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . RANGE 63 WEST OF THE 6TH P . M . ; SECTION 2 ; SECTION 3 ; SECTION 5 ; E 1 /2 OF SECTION 10 ; SECTION 11 ; is 20 2 2.2 73 24 19 20 21 UU SECTION 14 ; SECTION 15 ; TOWNSHIP 5 NORTH , RANGE 63 WEST , OF THE 6TH P . M . , AND WELLS RANCH LLLP , A SECTIONS 2 , 3 , 1 1 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . COLORADO LIMITED LIABILITY LIMITED PARTNERSHIP WHICH ACQUIRED TITLE AS WELLS RANCH , A COLORADO GENERAL PARTNERSHIP AND WELLS RANCH LLLP , A COLORADO LIMITED LIABILITY LIMITED PARTNERSHIP AND WELD COUNTY , COLORADO VEDA D . SCHAFER AND DARLA HILLMAN AND DEBRA MCLAWCHLIN AND RICHARD DENNIS KRAUSE AND CAROL 34 29 29 27 26 25 30 29' 28 27 LOUISE BRANDT AND RAYE ANN YAPP AND RAYMOND C . DRASBEK AND BUILDING FUND OF THE PORTLAND ELKS LODGE , B . P . O . E . NO . 142 AND JOHN LEMONDS AND BRANDI FLORES BRENTARI AND JOHN F . PREBISH AND _ _ _ - GERRY BRENTARI AND ROYCE E . DUNDAS AS TO THE W 1 /2 OF SECTION 10 , TOWNSHIP 5 NORTH , RANGE 63 SITE WEST, OF THE 6TH P . M AS THEIR INTERESTS MAY APPEAR . 31 32 33 3 t 32 3j. 34. SCHEDULE B2 EXCEPTIONS : SEC 34 1i6 04 01 06 05 04 03 THIS PROPERTY MAY BE SUBJECT TO THE TERMS , PROVISIONS , COVENANTS , CONDITIONS , T6N, R63W RESTRICTIONS , OBLIGATIONS AND RESERVATIONS CONTAINED IN THE FOLLOWING RECORDED (SHEET 3 ) INSTRUMENTS . ASCENT GEOMATICS SOLUTIONS RELIED UPON TITLE COMMITMENTS , AS LISTED BELOW , PREPARED BY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY FOR BOUNDARY AND EASEMENT SHEET INDEX : 07 05 09 12 'Cl RB 09 10 INFORMATION . I I 1 . COVER PAGE - CERTIFICATES - SCHEDULE B-2 EXCEPTIONS 2 . SCHEDULE B-2 EXCEPTIONS STATE OF COLORADO BY AND THROUGH ITS STATE LAND DEPARTMENT, PER COMMITMENT FILE NO . 51/2 51 /2 3 . SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST FCC25208396-2 ; SEC 34 4 . SECTION 3 , TOWNSHIP 5 NORTH , RANGE 63 WEST iS 17 16 i i i 1615 T6N _ _ _ _ 5 . SECTION 10 , TOWNSHIP 5 NORTH , RANGE 63 WEST 1 . ANY FACTS, RIGHTS, INTERESTS, OR CLAIMS THEREOF , NOT SHOWN BY THE PUBLIC RECORDS BUT THAT COULD BE T5N 6 . SECTION 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST ASCERTAINED BY AN INSPECTION OF THE LAND OR THAT MAY BE ASSERTED BY PERSONS IN POSSESSION OF THE LAND . 7 . SECTION 2 , TOWNSHIP 5 NORTH , RANGE 63 WEST Fp aa�� 2y ry Y LAY' L. in J fl 21 22 2 . EASEMENTS, LIENS OR ENCUMBRANCES, OR CLAIMS THEREOF, NOT SHOWN BY THE PUBLIC RECORDS . I 8 . SECTION 11 , TOWNSHIP 5 NORTH , RANGE 63 WEST - - - - - 9 . SECTION 14 , TOWNSHIP 5 NORTH , RANGE 63 WEST SOUTH PLATTE _ 3. ANY ENCROACHMENT, ENCUMBRANCE, VIOLATION , VARIATION , OR ADVERSE CIRCUMSTANCE AFFECTING THE TITLE THAT j WOULD BE DISCLOSED BY AN ACCURATE AND COMPLETE LAND SURVEY OF THE LAND AND NOT SHOWN BY THE PUBLIC RECORDS . RIVER ER 4. ANY LIEN , OR RIGHT TO A LIEN , FOR SERVICES, LABOR OR MATERIAL HERETOFORE OR HEREAFTER FURNISHED, IMPOSED PROPOSED LEASE SEC 3 SEC 2 2. 28 27 BY LAW AND NOT SHOWN BY THE PUBLIC RECORDS . BOUNDARY T5N. R6 3 W T 5N, R6 SW 1 � g i 5. DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS , IF ANY, CREATED, FIRST APPEARING IN THE (SHEET 4 ) (SH ryEET / ) 1 32 33 14 35 36 3fl 3 3 ,1 PUBLIC RECORDS OR ATTACHING SUBSEQUENT TO THE EFFECTIVE DATE HEREOF BUT PRIOR TO THE DATE OF THE PROPOSED INSURED ACQUIRES OF RECORD FOR VALUE THE ESTATE OR INTEREST OR MORTGAGE THEREON COVERED BY THIS COMMITMENT . I 6. (A) TAXES OR ASSESSMENTS THAT ARE NOT SHOWN AS EXISTING LIENS BY THE RECORDS OF ANY TAXING AUTHORITY AREA TABLE : THAT LEVIES TAXES OR ASSESSMENTS ON REAL PROPERTY OR BY THE PUBLIC RECORDS ; ( B) PROCEEDINGS BY A PUBLIC AGENCY THAT MAY RESULT IN TAXES OR ASSESSMENTS , OR NOTICES OF SUCH PROCEEDINGS, WHETHER OR NOT SHOWN BY THE RECORDS _ _ _ _ _ SECTION AREA (ACRES) M/L VICINITY MAP OF SUCH AGENCY OR BY THE PUBLIC RECORDS . NOT TO SCALE T6N- R63W- PART OF 34 160.44 7 . (A) UNPATENTED MINING CLAIMS ; ( B) RESERVATIONS OR EXCEPTIONS IN PATENTS OR IN ACTS AUTHORIZING THE T5N- R63W-3 639 . 51 ISSUANCE THEREOF ; (C) WATER RIGHTS, CLAIMS OR TITLE TO WATER. T5N- R63W- 10 643 .35 8. EXISTING LEASES AND TENANCIES, IF ANY . T5N- R63W- 15 632 .45 SEC 10 SEC 11 GENERAL NOTES : 9. RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND TOWNSHIP LINES, AS ESTABLISHED BY THE T5N - R63W-2 638.95 BOARD OF COUNTY COMMISSIONERS FOR WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273 . (VACATED PER T5N, R63W T5N, R63W T5N - R63W- 11 643 .96 1 . BASIS OF BEARINGS : BEARINGS ARE ASSUMED AND BASED UPON THE BEARING OF N04° 39'27"W WELD COUNTYDOCUMENTREC. NO. 3441938, DOES NOTAFFECT) ( SHEET 5 ) ( SHEET 8 ) T5N- R63W- 14 638.89 BETWEEN THE SOUTHWEST CORNER OF SECTION 15 , T5N R63W, MONUMENTED BY A 1 - 1 /2" PIPE 10 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN AND 3" ALUMINUM CAP STAMPED " LS 4845" AND THE WEST 1 /4 CORNER OF SAID SECTION 15 , OVERALLAGREAGE 3997.56 MONUMENTED BY A 1 - 1 /2" STEEL PIPE AND 3" ALUMINUM CAP STAMPED " LS 7242" AS SHOWN ON UNITED STATES PATENT RECORDED FEBRUARY 25, 1913 IN BOOK 370 AT PAGE 454 . (DOES NOT AFFECT) SHEET 6 , HEREON . BEARINGS SHOWN ARE BASED ON COLORADO STATE PLANE NORTH 11 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN COORDINATES ( NAD83) . UNITED STATES PATENT RECORDED AUGUST 08, 1917 IN BOOK 461 AT PAGE 306 . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT.) _ _ 2 . UNIT OF MEASUREMENT: THE UNIT OF MEASUREMENT USED IN THIS SURVEY IS U . S . SURVEY FEET. 12 . RESERVATION OF ALL COAL AND THE RIGHT TO PROSPECT IN DEED RECORDED AUGUST 08, 1917 IN BOOK 461 AT PAGE PURSUANT TO C . R . C . 38-52 . 103(2 ) METRIC CONVERSION IS : ONE METER EQUALS 3937/ 1200 FEET . 306 . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT.) I DISTANCES ARE REPORTED AT GROUND . TO OBTAIN GRID DISTANCES MULTIPLY BY 0 .99974226 . 13 . OIL AND GAS LEASE RECORDED APRIL 22 , 1980 UNDER RECEPTION NO . 1822997 AND ANY AND ALL ASSIGNMENTS THEREOF , I 3 . STATUTE OF LIMITATIONS : NOTICE : ACCORDING TO COLORADO STATE LAW YOU MUST OR INTEREST THEREIN . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT.) I t COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS 14 . OIL AND GAS LEASE RECORDED APRIL 22 , 1980 UNDER RECEPTION NO . 1822999 AND ANY AND ALL ASSIGNMENTS THEREOF , SEC 15 P SEC 14 AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY OR INTEREST THEREIN . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT.) T5N, R63W T5N, R63W DEFECT IN THIS SURVEY BE COMMENCED MORE THAN 10 YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON . 15 . OIL AND GAS LEASE RECORDED MARCH 30, 1988 UNDER RECEPTION NO . 02136098 AND ANY AND ALL ASSIGNMENTS ( SHEET 6 ) (SHEET 9 ) THEREOF, OR INTEREST THEREIN . (AFFECTS SECTION 34, BLANKET IN NATURE, INSUFFICIENT INFORMATION TO PLOT.) 4 . TITLE COMMITMENT NOTE : THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY ASCENT ATERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE t GEOMATICS SOLUTIONS TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD . FOR ALL INFORMATION REGARDING EASEMENT, RIGHT-OF-WAYS , AND TITLE OF RECORD ASCENT RIGHT-OF-WAY GRANT RECORDED JANUARY 18, 1990 UNDER RECEPTION NO . 02203049. (PLOTTED, SHOWN HEREON) � 0 2000' 4000' GEOMATICS SOLUTIONS RELIED UPON INFORMATION PROVIDED BY OLD REPUBLIC NATIONAL ATERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE I TITLE INSURANCE COMPANY , RESEARCH FOR EASEMENTS , RIGHT-OF-WAYS , AND TITLE OF RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077377 . (PLOTTED, SHOWN GRAPHIC SCALE : 1 " = 2000' RECORD SHOULD BE DONE BEFORE ANY IMPROVEMENTS ARE PLANNED FOR THIS SITE . HEREON) 18 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE 5 . RECORD DISTANCES ARE SHOWN FROM GLO NOTES OF TOWNSHIP 6 NORTH , RANGE 63 WEST , RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077384 . (PLOTTED, SHOWN AND TOWNSHIP 5 NORTH , RANGE 63 WEST, 6TH PRICIPAL MERIDIAN , DATED OCTOBER 20 , 1870 HEREON) AND DECEMBER 20 , 1869 , RESPECTIVELY. 19 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE 6 . DATE OF SURVEY: THE FIELD WORK FOR THE SURVEY WAS COMPLETED ON DECEMBER 11 , 2023 . RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE RECORDED FEBRUARY 14, 2005 UNDER RECEPTION NO . 3260959 . (PLOTTED, 28 . RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND 41 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET 49. EXISTING LEASES AND TENANCIES, IF ANY. SHOWN HEREON) TOWNSHIP LINES , AS ESTABLISHED BY THE BOARD OF COUNTY COMMISSIONERS FOR FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273 . RESOLUTION RECORDED FEBRUARY 14, 2005 UNDER RECEPTION NO . 3260959 . (PLOTTED, SHOWN 50. RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND 7 . PROPOSED LEASE BOUNDARY AND SITE ENTRANCE PROVIDED BY CLIENT, DOCUMENTATION FOR 20. TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE VACATING PORTIONS OF WELD COUNTY ROADS RECORDED DECEMBER 14, 2006 UNDER HEREON) TOWNSHIP LINES , AS ESTABLISHED BY THE BOARD OF COUNTY COMMISSIONERS FOR THIS NOT COVERED IN TITLE . RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE RECORDED MARCH 29, 2006 UNDER RECEPTION NO . 3374183 . (DOES NOT RECEPTION NO . 3441938. (AFFECTS SECTIONS 2, 3, 10, 11, 14, AND 15. BLANKET IN NATURE. WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273 . (VACATED PER DID NOT PLOT.) 42 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET WELD COUNTY DOCUMENT REC. NO. 3441938, DOES NOT AFFECT) AFFECT) FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE 29 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE RECORDED MARCH 29, 2006 UNDER RECEPTION NO . 3374183. (DOES NOT AFFECT) 51 . UNION PACIFIC RAILROAD COMPANY RESERVATIONS OF ALL OIL, COAL AND OTHER 21 . TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF AGREEMENT UNITED STATES, AS RESERVED IN UNITED STATES PATENT RECORDED DECEMBER 19, 1913 MINERALS; THE RIGHT TO PROSPECT AND MINE ; THE RIGHT OF INGESS , EGRESS AND RECORDED APRIL 03, 2007 UNDER RECEPTION NO . 3466104 AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 AND IN BOOK 385 AT PAGE 542 . (AFFECTS SECTION 2. BLANKET IN NATURE. DID NOT PLOT.) 43 . MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . REGRESS ; THE RIGHT TO MAINTAIN AND OPERATE ITS RAILROADS IN ITS PRESENT FORM SURVEYORS STATEMENT : AMENDED DECEMBER 14, 2015 UNDER RECEPTION NO . 4165104 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT PLOT.) OF CONSTRUCTION AND TO MAKE ANY CHANGE IN THE FORM OF CONSTRUCTION OR I , BRANDON A. MOSER , A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO DO PLOT.) 30. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE METHOD OF OPERATION OF SAID RAILROAD; AS STATED IN WARRANTY DEED RECORDED HEREBY STATE THAT THE SURVEY (AS DEFINED IN 12-25-202(6)(A) , C . R .S ) AND THIS RESULTING PLAT WAS UNITED STATES, AS RESERVED IN UNITED STATES PATENT RECORDED JANUARY 19, 1915 44 . TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN APRIL 7, 1916 IN BOOK 445 AT PAGE 24 . (AFFECTS SECTIONS 3, 11, AND 15. BLANKET IN MADE UNDER MY RESPONSIBLE CHARGE AND IS IN ACCORDANCE WITH APPLICABLE STANDARDS OF 22 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED AUGUST 15, 2007 IN BOOK 396 AT PAGE 472 . (AFFECTS SECTION 2. BLANKET IN NATURE. DID NOT PLOT.) MEMORANDUM OF AGREEMENT RECORDED APRIL 03, 2007 UNDER RECEPTION NO . 3466104 NATURE. DID NOT PLOT.) UNDER RECEPTION NO . 3497279. (AFFECTS SECTION 34, T6N, R63WAND SECTIONS 2, 3, 10, 11, 14, T5N, R63W. BLANKET IN NATURE. AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 AND AMENDED PRACTICE AND THAT THE MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THAT THIS PLAT AND THE 31 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE DECEMBER 14, 2015 UNDER RECEPTION NO . 4165104. (AFFECTS ALL SUBJECT SECTIONS. 52 . TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET NOTES SHOWN HEREON ACCURATELY REPRESENTS SAID SURVEY TO THE BEST OF MY KNOWLEDGE , DID NOT PLOT.) UNITED STATES, AS RESERVED IN UNITED STATES PATENT RECORDED OCTOBER 31 , 1921 BLANKET IN NATURE. DID NOT PLOT.) FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT RECORDED JANUARY 18, 1990 IN BOOK 595 AT PAGE 400. (AFFECTS SECTION 2. BLANKET IN NATURE. DID NOT PLOT.) UNDER RECEPTION NO . 02203049. (PLOTTED, SHOWN HEREON) INFORMATION AND BELIEF . THIS STATEMENT IS NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED 23. MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. 45 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY OR IMPLIED . BLANKET IN NATURE. DID NOT PLOT) 32 . TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN INSTRUMENT RECORDED AUGUST 15, 2007 UNDER RECEPTION NO . 3497279 . (AFFECTS 53. REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY RESOLUTION RECORDED SEPTEMBER 28, 1931 UNDER RECEPTION NO . 630211 . (AFFECTS SECTION 34, T6N, R63WAND SECTIONS 2, 3, 10, 11 , 14, T5N, R63W. BLANKET IN NATURE. DID INSTRUMENT RECORDED MAY 28, 2002 UNDER RECEPTION NO . 2955126 . (AFFECTS 24. TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF SURFACE DAMAGE TOWNSHIP 5 NORTH, RANGE 63 WEST. BLANKET IN NATURE. DID NOT PLOT.) OT PLOT.) SECTION 3. BLANKET IN NATURE. DID NOT PLOT.) AND RELEASE AGREEMENT RECORDED JULY 20, 2011 UNDER RECEPTION NO . 3781009 . (AFFECTS SECTION 34. BLANKET IN NATURE. DID NOT PLOT) 33. OIL AND GAS LEASE RECORDED APRIL 22 , 1980 UNDER RECEPTION NO . 1822997 AND 46 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET 54. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN . (AFFECTS SECTION 34, FORTH AND GRANTED IN RIGHT OF WAY AND EASEMENT RECORDED AUGUST 21 , 2008 FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT RECORDED DECEMBER 19, 2002 A TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINEINSUFFICIENT INFORMATION TO PLOT.) U DER RECEPTION NO . 3573700 . (PLOTTED, SHOWN HEREON) UNDER RECEPTION NO . 3016421 . (PLOTTED, SHOWN HEREON) ■ ■ RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE RECORDED OCTOBER 11 , 2011 UNDER RECEPTION NO . 3797974 . (PLOTTED, 34. OIL AND GAS LEASE RECORDED APRIL 22 , 1980 UNDER RECEPTION NO . 1822999 AND 47 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET o SHOWN HEREON) ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN . (AFFECTS SECTION 34, FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT RECORDED MAY 09, 2016 UNDER 55. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET INSUFFICIENT INFORMATION TO PLOT.) RECEPTION NO . 4201578. (PLOTTED, SHOWN HEREON) FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE re iminary M 26. TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077377. (PLOTTED, SHOWN HEREON) _o SEPTEMBER 30, 2015 35. OIL AND GAS LEASE RECORDED MARCH 30 1988 UNDER RECEPTION NO . 02136095 48 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET PURSUANT TO GRANT CONCERNING NG UNDER HAVE BO . 4146283 .EEN FILED NOTE : THE FOLLOWING NOTICES THESE 01 / 1 0 /2024 4 : 05 : 12 P M AND ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN . (AFFECTS SECTION 2, FORTH AND GRANTED IN GRANT OF RIGHT-OF-WAY RECORDED FEBRUARY 19, 2020 UNDER 56. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET N STATEMENTS ARE GENERAL AND DO NOT NECESSARILY GIVE NOTICE OF UNDERGROUND FACILITIES WITHIN THE SUBJECT INSUFFICIENT INFORMATION TO PLOT.) RECEPTION NO . 4567442 AND AMENDED JUNE 11 , 2020 UNDER RECEPTION NO . 4598079. FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE I NOTE : THE FOLLOWING NOTICES PURSUANT TO CRS 9-1 .5-103 CONCERNING RECORDED JUNE 25, 2003 UNDER RECEPTION NO . 3077384. (PLOTTED, SHOWN HEREON) �I PROPERTY : (A) MOUNTAIN BELL TELEPHONE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705. (B ) WESTERN 36. OIL AND GAS LEASE RECORDED DECEMBER 05, 1991 UNDER RECEPTION NO . UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK AND RECORDER. THESE SLOPE GAS COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . 1919757 . (C) ASSOCIATED NATURAL GAS, INC . RECORDED w02271240 AND ANY AND ALL ASSIGNMENTS THEREOF , OR INTEREST THEREIN . (AFFECTS STATEMENTS ARE GENERAL AND DO NOT NECESSARILY GIVE NOTICE OF UNDERGROUND A TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED OCTOBER 1 , 1984 AT RECEPTION NO . 1983584 AND RECORDED MARCH 3, SECTION 2, INSUFFICIENT INFORMATION TO PLOT.) FACILITIES WITHIN THE SUBJECT PROPERTY : (A) MOUNTAIN BELL TELEPHONE COMPANY, FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE al 1988 AT RECEPTION NO . 2132709 AND RECORDED APRIL 10, 1989 AT RECEPTION NO . 2175917 . (D) PANHANDLE EASTERN PIPE LINE RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705 . (B) WESTERN SLOPE GAS RECORDED FEBRUARY 14, 2005 UNDER RECEPTION NO . 3260959. (PLOTTED, SHOWN COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870756 AND RECORDED JUNE 26, 1986 AT RECEPTION NO . 2058722 . (E) 37. OIL AND GAS LEASE RECORDED OCTOBER 15, 2002 UNDER RECEPTION NO . COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . 1919757. (C) ASSOCIATED HEREON.) COLORADO INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784. (F ) UNION RURAL ELECTRIC 2996355 AND ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN . (AFFECTS NATURAL GAS, INC . , RECORDED JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION NO . 1871004. (G ) WESTERN GAS SUPPLY COMPANY, RECORDED SECTION 2. INSUFFICIENT INFORMATION TO PLOT.) OCTOBER 1 , 1984 AT RECEPTION NO . 1983584 AND RECORDED MARCH 3, 1988 AT EXCEPTIONS CONTINUED ON SHEET 2 a APRIL 2 , 1985 AT RECEPTION NO . 2004300 . ( H ) PUBLIC SERVICE COMPANY OF COLORADO, RECORDED NOVEMBER 9, 1981 AT RECEPTION NO . 2132709 AND RECORDED APRIL 10, 1989 AT RECEPTION NO . 2175917 . (D ) RECEPTION NO . 1874084 . ( I ) ST. VRAIN SANITATION DISTRICT, RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975. (J ) LEFT 38. OIL AND GAS LEASE RECORDED OCTOBER 17, 2002 UNDER RECEPTION NO . PANHANDLE EASTERN PIPE LINE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION o HAND WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977 . ( K) UNITED POWER, INC . , RECORDED JANUARY 24, 2996981 AND ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN . (AFFECTS NO . 1870756 AND RECORDED JUNE 26, 1986 AT RECEPTION NO . 2058722 . (E ) COLORADO M SECTION 2, INSUFFICIENT INFORMATION TO PLOT.) INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784. (F ) ml 1991 AT RECEPTION NO . 2239296 . ( L) WIGGINS TELEPHONE ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . UNION RURAL ELECTRIC ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION V ( ITEMS 8 THROUGH 26 AFFECT SECTION 34) . (PLOTTED, SHOWN HEREON.) 39. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS NO . 1871004 . (G ) WESTERN GAS SUPPLY COMPANY, RECORDED APRIL 2 , 1985 AT ET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE RECEPTION NO . 2004300. (H ) PUBLIC SERVICE COMPANY OF COLORADO , RECORDED 27. EXISTING LEASES AND TENANCIES, IF ANY . SITE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077384. (PLOTTED, SHOWN NOVEMBER 9, 1981 AT RECEPTION NO . 1874084. ( I ) ST . VRAIN SANITATION DISTRICT, HEREON) RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975 . (J ) LEFT HAND WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977. (K) UNITED POWER, 40. OIL AND GAS LEASE RECORDED MARCH 16, 2004 UNDER RECEPTION NO . 3162341 AND INC . , RECORDED JANUARY 24, 1991 AT RECEPTION NO . 2239296 . (L) WIGGINS TELEPHONE ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN . (AFFECTS SECTION 2, ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . (PLOTTED, o INSUFFICIENT INFORMATION TO PLOT.) SHOWN HEREON) O a z Y N0 . DATE : REVISION DESCRIPTION NAME PFS SIGNATURE DATE o PREPARED BY : LAND SURVEY PLAT THIS AND ANY OTHER ELECTRONIC MEDIA 31 COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 P R 0 U E C T W PREPARED BY ASCENT GEOMATICS SOLUTIONS. LLC PART OF THE SOUTH ONE-HALF OF SEC . 34, o FOR A DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED j REPRESENTED TO BE SUITABLE FOR REUSE IN LAND SURVEY PLAT TOWNSHIP 6 NORTH, RANGE 63 WEST WHOLE OR IN PART ON EXTENSIONS OF THE QC REVIEW PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions SEC . 2 3 11 1 O MODIFICATION, OF ANY UTILIZATION IF NOT A 0, 14, & 15, TOWNSHIP 5 NORTH, N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT 8620 WolffCt APPROVED CLIENT PROJECT NO . ID EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS GEDMATICS SOLUTIINS Westminster, Colorado 80031 RANGE 63 WEST V I SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE CLIENT SIGNATURE DATE ASCENT PROJECT NO . B23 .TRC . 0001 UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 6TH PRINCIPAL MERIDIAN EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. REVIEW sHEET No. APPROVED SCALE : AS-SHOWN WELD COUNTY, COLORADO 1 OF 9 LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . WELD COUNTY , COLORADO 94. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES 130 . OIL AND GAS LEASE RECORDED APRIL 22, 1980 UNDER RECEPTION NO . 1822997 AND ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST 58 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED AUGUST 15, 2007 UNDER PATENT RECORDED MARCH 07, 1921 IN BOOK 595 AT PAGE 284 . (AFFECTS SECTION 10. BLANKET IN NATURE. DID NOT PLOT) THEREIN . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT) RECEPTION NO . 3497279 . (AFFECTS SECTION 34, T6N, R63WAND SECTIONS 2, 3, IQ 11, 14, T5N, R63W. BLANKET IN NATURE. DID NOT PLOT) 95. OIL AND GAS LEASE RECORDED APRIL 22 , 1980 UNDER RECEPTION NO . 1822999 AND ANY AND ALL ASSIGNMENTS THEREOF , OR INTEREST 131 . OIL AND GAS LEASE RECORDED APRIL 22, 1980 UNDER RECEPTION NO . 1822999 AND ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST 59 . MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. THEREIN . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT.) THEREIN . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT) DID NOT PLOT) 96. OIL AND GAS LEASE RECORDED APRIL 22 , 1980 UNDER RECEPTION NO . 1822997 AND ANY AND ALL ASSIGNMENTS THEREOF , OR INTEREST 132 . OIL AND GAS LEASE RECORDED MARCH 30, 1988 UNDER RECEPTION NO . 02136097 AND ANY AND ALL ASSIGNMENTS THEREOF , OR 60 . TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS ASSET FORTH IN MEMORANDUM OF AGREEMENT RECORDED APRIL 03, THEREIN . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT.) INTEREST THEREIN . (AFFECTS SECTION 14, INSUFFICIENT INFORMATION TO PLOT) 2007 UNDER RECEPTION NO . 3466104 AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 AND AMENDED DECEMBER 14, 2015 INT ER RECEPTION NO . 4165104. (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT PLOT ) 97. OIL AND GAS LEASE RECORDED MARCH 30, 1988 UNDER RECEPTION NO . 02136096 AND ANY AND ALL ASSIGNMENTS THEREOF, OR 133 . OIL AND GAS LEASE RECORDED DECEMBER 05, 1991 UNDER RECEPTION NO . 02271237 AND ANY AND ALL ASSIGNMENTS THEREOF , OR INTEREST THEREIN . (AFFECTS SECTION 10, INSUFFICIENT INFORMATION TO PLOT.) INTEREST THEREIN . (AFFECTS SECTION 14, INSUFFICIENT INFORMATION TO CLOT ) TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY NT WITH RECEIVER/VALVE SITE RECORDED NOVEMBER 07, 2007 UNDER RECEPTION NO . 3515967 . (PLOTTED, SHOWN HEREON) tNT TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 134 . OIL AND GAS LEASE RECORDED DECEMBER 01 , 2003 UNDER RECEPTION NO . 3130700 AND ANY AND ALL ASSIGNMENTS THEREOF, OR NT RECORDED FEBRUARY 12 , 2002 UNDER RECEPTION NO . 2924436. (PLOTTED, SHOWN HEREON) INTEREST THEREIN . (AFFECTS SECTION 14, BLANKET IN NATURE. DID NOT PLOT.) TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY NT RECORDED SEPTEMBER 30, 2015 UNDER RECEPTION NO . 4146283 . (PLOTTED, SHOWN HEREON) TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 135 . TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY WITH RECEIVER/VALVE SITE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077384. (PLOTTED, SHOWN HEREON) GRANT WITH RECEIVER/VALVE SITE RECORDED MARCH 29, 2006 UNDER RECEPTION NO . 3374183 . (DOES NOTAFFECT) TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY NT RECORDED MAY 09, 2016 UNDER RECEPTION NO . 4201578 . (PLOTTED, SHOWN HEREON) aT TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 136 . TERMS , CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN LONG-TERM ROAD MAINTENANCE AND IMPROVEMENTS RECORDED AUGUST 26, 2002 UNDER RECEPTION NO . 2981170. (PLOTTED, SHOWN HEREON) AGREEMENT RECORDED NOVEMBER 30, 2006 UNDER RECEPTION NO . 3438390 . (AFFECTS SECTIONS 14 AND 5, INSUFFICIENT INFORMATION TO TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY PLOT) RECORDED MAY 09, 2016 UNDER RECEPTION NO . 4201585 . NOTE : THE FOLLOWING NOTICES PURSUANT TO CRS 9-1 . 5- 103 CONCERNING 101 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK AND RECORDER . THESE STATEMENTS ARE GENERAL AND DO NOT T RECORDED OCTOBER 22 , 2003 UNDER RECEPTION NO . 3119402 . (PLOTTED, SHOWN HEREON) 137 . TERMS , CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF AGREEMENT RECORDED APRIL 03, NECESSARILY GIVE NOTICE OF UNDERGROUND FACILITIES WITHIN THE SUBJECT PROPERTY: (A) MOUNTAIN BELL TELEPHONE COMPANY, 2007 UNDER RECEPTION NO . 3466104 AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 AND AMENDED DECEMBER 14, 2015 RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705. (B ) WESTERN SLOPE GAS COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . 102 . MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. UNDER RECEPTION NO . 4165104 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT PLOT.) 1919757 . (C) ASSOCIATED NATURAL GAS, INC . , RECORDED JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED OCTOBER 1 , 1984 AT DID NOT PLOT.) RECEPTION NO . 1983584 AND RECORDED MARCH 3, 1988 AT RECEPTION NO . 2132709 AND RECORDED APRIL 10, 1989 AT RECEPTION NO . 138 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED AUGUST 15, 2007 UNDER 2175917 . (D ) PANHANDLE EASTERN PIPE LINE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870756 AND RECORDED JUNE 26, 103 . OIL AND GAS LEASE RECORDED MARCH 11 , 2008 UNDER RECEPTION NO . 3540871 AND ANY AND ALL ASSIGNMENTS THEREOF , OR RECEPTION NO . 3497279 . (AFFECTS SECTION 34, T6N, R63WAND SECTIONS 2, 3, 10, 11, 14, T5N, R63W. BLANKET IN NATURE. DID NOT PLOT.) 1986 AT RECEPTION NO . 2058722 . ( E) COLORADO INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784. (F ) I TEREST THEREIN . (AFFECTS SECTION 10.) UNION RURAL ELECTRIC ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION NO . 1871004. (G ) WESTERN GAS SUPPLY COMPANY, 139 . THE EFFECT OF USR-1562 MAP , RECORDED NOVEMBER 20, 2007, UNDER RECEPTION NO . 3518475 . (DOES NOT AFFECT) RECORDED APRIL 2, 1985 AT RECEPTION NO . 2004300. (H ) PUBLIC SERVICE COMPANY OF COLORADO , RECORDED NOVEMBER 9, 1981 AT 104 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS ABS EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECEPTION NO . 1874084 . ( 1 ) ST. VRAIN SANITATION DISTRICT, RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975. (J ) LEFT HAND T WITH RECEIVER/VALVE SITE RECORDED DECEMBER 12, 2008 UNDER RECEPTION NO . 3594663 . (PLOTTED, SHOWN HEREON) 140. REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED DECEMBER 21 , 2007 UNDER WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977 . ( K) UNITED POWER, INC . , RECORDED JANUARY 24, 1991 AT RECEPTION NO . 3525268 . (AFFECTS SECTION 14. BLANKET IN NATURE. DID NOT PLOT) RECEPTION NO . 2239296 . ( L) WIGGINS TELEPHONE ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . (PLOTTED, SHOWN 105 . TERMS, CONDITIONS, PROVISIONS , BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF SURFACE DAMAGE AND RELEASE HEREON) AGREEMENT RECORDED NOVEMBER 18, 2010 UNDER RECEPTION NO . 3733247. (AFFECTS SECTION 10. BLANKET IN NATURE. DID NOT PLOT.) 141 . MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. OR OT PLOT) 65 . EXISTING LEASES AND TENANCIES, IF ANY . 106 . TERMS, CONDITIONS, PROVISIONS , BURDENS AND OBLIGATIONS ASSET FORTH IN MEMORANDUM OF SURFACE DAMAGE AND RELEASE AGREEMENT RECORDED JULY 27, 2010 UNDER RECEPTION NO . 3707700. (AFFECTS SECTION 10. BLANKET IN NATURE. DID NOT PLOT.) TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN NON-EXCLUSIVE PIPELINE 66 . RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND TOWNSHIP LINES, AS ESTABLISHED BY THE BOARD OF T-OF-WAY GRANT RECORDED FEBRUARY 26, 2008 UNDER RECEPTION NO . 3537452 . (PLOTTED, SHOWN HEREON) COUNTY COMMISSIONERS FOR WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273. (VACATED PER WELD COUNTY 107 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED MAY 17, 2013 UNDER RECEPTION DOCUMENT REC. NO. 3441938, DOES NOT AFFECT) NO . 3932986 . (AFFECTS SECTION 10. BLANKET IN NATURE. DID NOT PLOT.) TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT RECORDED OCTOBER 11 , 2011 UNDER RECEPTION NO . 3797973 . NOTE : THE FOLLOWING NOTICES PURSUANT TO CRS 9-1 .5-103 67 . UNION PACIFIC RAILROAD COMPANY RESERVATIONS OF ALL OIL, COAL AND OTHER MINERALS; THE RIGHT TO PROSPECT AND MINE; THE 108 . TERMS, CONDITIONS, PROVISIONS , BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF AGREEMENT RECORDED APRIL 03, CONCERNING UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK AND RECORDER. THESE STATEMENTS ARE GENERAL AND DO RIGHT OF INGESS , EGRESS AND REGRESS; THE RIGHT TO MAINTAIN AND OPERATE ITS RAILROADS IN ITS PRESENT FORM OF CONSTRUCTION 2007 UNDER RECEPTION NO . 3466104 AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 ABS AMENDED DECEMBER 14, 2015 NOT NECESSARILY GIVE NOTICE OF UNDERGROUND FACILITIES WITHIN THE SUBJECT PROPERTY: (A) MOUNTAIN BELL TELEPHONE COMPANY, AND TO MAKE ANY CHANGE IN THE FORM OF CONSTRUCTION OR METHOD OF OPERATION OF SAID RAILROAD; AS STATED IN WARRANTY DEED UNDER RECEPTION NO . 4165104 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT PLOT) RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705 . (B ) WESTERN SLOPE GAS COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . RECORDED FEBRUARY 16, 1901 IN BOOK 183 AT PAGE 74 . RESOLUTION VACATING PORTIONS OF WELD COUNTY ROADS RECORDED DECEMBER 1919757 (C) ASSOCIATED NATURAL GAS, INC . , RECORDED JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED OCTOBER 1 , 1984 AT AAA 14, 2006 UNDER RECEPTION NO . 3441938 . (DOES NOT AFFECT) 109 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECEPTION NO . 1983584 AND RECORDED MARCH 3, 1988 AT RECEPTION NO . 2132709 AND RECORDED APRIL 10, 1989 AT RECEPTION NO . T RECORDED SEPTEMBER 30, 2015 UNDER RECEPTION NO . 4146283 . (PLOTTED, SHOWN HEREON) 2175917 . (D) PANHANDLE EASTERN PIPE LINE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870756 AND RECORDED JUNE 26, 68 . OIL AND GAS LEASE RECORDED SEPTEMBER 20, 1983 UNDER RECEPTION NO . 01941052 AND ANY ABS ALL ASSIGNMENTS THEREOF, OR 1986 AT RECEPTION NO . 2058722 . (E) COLORADO INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784 . (F ) INTEREST THEREIN . (DOES NOT AFFECT) UNION RURAL ELECTRIC ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION NO . 1871004 . (G ) WESTERN GAS SUPPLY COMPANY, 110 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECORDED APRIL 2 , 1985 AT RECEPTION NO . 2004300 . ( H ) PUBLIC SERVICE COMPANY OF COLORADO, RECORDED NOVEMBER 9, 1981 AT 69 . TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN SURFACE OWNER'S AGREEMENT RECORDED GRANT RECORDED MAY 09, 2016 UNDER RECEPTION NO . 4201578. NOTE : THE FOLLOWING NOTICES PURSUANT TO CRS 9- 1 . 5-103 CONCERNING RECEPTION NO . 1874084 . ( 1 ) ST. VRAIN SANITATION DISTRICT, RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975. (J ) LEFT HAND OCTOBER 22 , 1984 UNDER RECEPTION NO . 01985811 . (DOES NOTAFFECT) UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK AND RECORDER . THESE STATEMENTS ARE GENERAL AND DO NOT WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977 . (K) UNITED POWER, INC . , RECORDED JANUARY 24 , 1991 AT NECESSARILY GIVE NOTICE OF UNDERGROUND FACILITIES WITHIN THE SUBJECT PROPERTY : (A) MOUNTAIN BELL TELEPHONE COMPANY, RECEPTION NO . 2239296 . (L) WIGGINS TELEPHONE ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . ( ITEMS 125 70 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN EASEMENT RECORDED RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705 . (B) WESTERN SLOPE GAS COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . THROUGH 143 AFFECT SECTION 14) (AFFECTS SECTION 14. INSUFFICIENT INFORMATION TO PLOT A-L.) APRIL 12 , 1988 UNDER RECEPTION NO . 02137577 . (DOES NOTAFFECT) 1919757. (C) ASSOCIATED NATURAL GAS, INC . , RECORDED JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED OCTOBER 1 , 1984 AT RECEPTION NO . 1983584 ABS RECORDED MARCH 3, 1988 AT RECEPTION NO . 2132709 ABS RECORDED APRIL 10, 1989 AT RECEPTION NO . 144 . EXISTING LEASES AND TENANCIES, IF ANY. 71 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 2175917 . (D) PANHANDLE EASTERN PIPE LINE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870756 AND RECORDED JUNE 26, GRANT RECORDED SEPTEMBER 23, 1988 UNDER RECEPTION NO . 02156541 . (DOES NOTAFFECT) 1986 AT RECEPTION NO . 2058722 . (E) COLORADO INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784 . (F) 145 . RIGHT OF WAY FOR COUNTY ROADS 999554O5 EITHER SIDE OF SECTION AND TOWNSHIP LINES , AS ESTABLISHED BY THE BOARD OF UNION RURAL ELECTRIC ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION NO . 1871004 . (G ) WESTERN GAS SUPPLY COMPANY, COUNTY COMMISSIONERS FOR WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273. RESOLUTION VACATING PORTIONS OF 72 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECORDED APRIL 2 , 1985 AT RECEPTION NO . 2004300 . (H ) PUBLIC SERVICE COMPANY OF COLORADO, RECORDED NOVEMBER 9, 1981 AT WELD COUNTY ROADS RECORDED DECEMBER 14, 2006 UNDER RECEPTION NO . 3441938 . (DOES NOTAFFECT) GRANT RECORDED MARCH 28, 1989 UNDER RECEPTION NO . 02174643 . (DOES NOT AFFECT) RECEPTION NO . 1874084. ( 1 ) ST . VRAIN SANITATION DISTRICT, RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975 . (J) LEFT HAND WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977. (K) UNITED POWER, INC . , RECORDED JANUARY 24, 1991 AT 146 . UNION PACIFIC RAILROAD COMPANY RESERVATIONS OF ALL OIL, COAL AND OTHER MINERALS; THE RIGHT TO PROSPECT AND MINE ; THE 73. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH ABS GRANTED IN PIPELINE RIGHT-OF-WAY RECEPTION NO . 2239296. (L) WIGGINS TELEPHONE ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . (PLOTTED, SHOWN RIGHT OF INGESS, EGRESS AND REGRESS ; THE RIGHT TO MAINTAIN AND OPERATE ITS RAILROADS IN ITS PRESENT FORM OF CONSTRUCTION GRANT RECORDED JANUARY 03, 1992 UNDER RECEPTION NO . 02274082 . (DOES NOT AFFECT) HEREON) AND TO MAKE ANY CHANGE IN THE FORM OF CONSTRUCTION OR METHOD OF OPERATION OF SAID RAILROAD; AS STATED IN WARRANTY DEED RECORDED APRIL 7, 1916 IN BOOK 445 AT PAGE 24. (AFFECTS 5000005 9, 11, 15. 5450004 10 NATURE. DID 004040T( 74 . TERMS, CONDITIONS , PROVISIONS, BURDENS ABS OBLIGATIONS AS SET FORTH IN SURFACE OWNER'S AGREEMENT RECORDED 111 . EXISTING LEASES ABS TENANCIES, IF ANY. FEBRUARY 02 , 1995 UNDER RECEPTION NO . 2425343 . (DOES NOTAFFECT) 147 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED MAY 28, 2002 UNDER RECEPTION 112 . RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION ABS TOWNSHIP LINES, AS ESTABLISHED BY THE BOARD OF N . 2955118 . (AFFECTS SECTION 15, BLANKET IN NATURE. DID NOT PLOT.) 75 . TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN SURFACE OWNER'S AGREEMENT RECORDED MARCH COUNTY COMMISSIONERS FOR WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273 . RESOLUTION VACATING PORTIONS OF GOT 23, 1995 UNDER RECEPTION NO . 2431272 . (DOES NOT AFFECT) WELD COUNTY ROADS RECORDED DECEMBER 14, 2006 UNDER RECEPTION NO . 3441938 . (DOES NOT AFFECT) 148 . TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY T RECORDED DECEMBER 19, 2002 UNDER RECEPTION NO . 3016422 . (PLOTTED, SHOWN HEREON) 76 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH ABS GRANTED IN PIPELINE RIGHT-OF-WAY 113 . UNION PACIFIC RAILROAD COMPANY RESERVATIONS OF ALL OIL, COAL AND OTHER MINERALS ; THE RIGHT TO PROSPECT AND MINE; THE GRANT RECORDED NOVEMBER 22, 1995 UNDER RECEPTION NO . 2464800 . (DOES NOT AFFECT) RIGHT OF INGESS, EGRESS AND REGRESS; THE RIGHT TO MAINTAIN AND OPERATE ITS RAILROADS IN ITS PRESENT FORM OF CONSTRUCTION 149 . TERMS , CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN LONG-TERM ROAD MAINTENANCE AND IMPROVEMENT AND TO MAKE ANY CHANGE IN THE FORM OF CONSTRUCTION OR METHOD OF OPERATION OF SAID RAILROAD; AS STATED IN WARRANTY DEED AGREEMENT RECORDED NOVEMBER 30, 2006 UNDER RECEPTION NO . 3438390 . (AFFECTS SECTIONS 14, 15, INSUFFICIENT INFORMATION TO 77 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECORDED APRIL 7, 1916 IN BOOK 445 AT PAGE 24 . (AFFECTS 5000005 5, 11 , 15. BLANKET IN NATURE. DID NOT PLOT.) PLOT) GRANT RECORDED DECEMBER 18, 2001 UNDER RECEPTION NO . 2909764 . (DOES NOT AFFECT) 114 . TERMS, CONDITIONS, PROVISIONS , BURDENS AND OBLIGATIONS AS SET FORTH IN SURFACE OWNER'S AGREEMENT RECORDED JUNE 04, 150 . TERMS , CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF AGREEMENT RECORDED APRIL 03, 78 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED MAY 28, 2002 UNDER RECEPTION 1982 UNDER RECEPTION NO . 01893682 . (INSUFFICIENT INFORMATION TO PLOT) 2007 UNDER RECEPTION NO . 3466104 AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 AND AMENDED DECEMBER 14, 2015 NO . 2955129 . (DOES NOT AFFECT) UNDER RECEPTION NO . 4165104 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT PLOT.) 115 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED MAY 28, 2002 UNDER RECEPTION 79 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY NO . 2955116 . (AFFECTS SECTION 11 . BLANKET IN NATURE. DID NOT PLOT.) 151 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED AUGUST 15, 2007 UNDER GRANT RECORDED JUNE 06, 2002 UNDER RECEPTION NO . 2958625 . (DOES NOT AFFECT) R CEPTION NO . 3497279 . (AFFECTS SECTION 34, T6N, R63W AND 5000005 9, 3, IQ 11, 14, 490, R63W. BLANKET IN NATURE. DID NOT PLOT.) 116 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 80. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY T WITH RECEIVER/VALVE SITE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077383 . (PLOTTED, SHOWN HEREON) 152 . TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT RECORDED AUGUST 26, 2002 UNDER RECEPTION NO . 2981171 . (DOES NOTAFFECT) GRANT WITH RECEIVER/VALVE SITE RECORDED NOVEMBER 07, 2007 UNDER RECEPTION NO . 3515967 . (AFFECTS SECTIONS 3AND 15.) 117 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 81 . TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN ROAD EASEMENT T RECORDED JANUARY 27, 2004 UNDER RECEPTION NO . 3148021 . (PLOTTED, SHOWN HEREON) 153 . THE EFFECT OF USR-1562 MAP , RECORDED NOVEMBER 20, 2007, UNDER RECEPTION NO . 3518475 . (DOES NOT AFFECT) iNT ORNED AUGUST 26, 2002 UNDER RECEPTION NO . 2981177. (DOES NOT AFFECT) 118 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS ASSET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 154. MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. 545000410054000. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH ABS GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE RECORDED MARCH 29, 2006 UNDER RECEPTION NO . 3374183 . (DOES NOT AFFECT) AG NOT PLOT) NT WITH RECEIVER/VALVE SITE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077384 . (PLOTTED, SHOWN HEREON) 119 . TERMS, CONDITIONS, PROVISIONS , BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF AGREEMENT RECORDED APRIL 03, 155 . TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS ABS EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH ABS GRANTED IN PIPELINE RIGHT-OF-WAY 2007 UNDER RECEPTION NO . 3466104 AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 ABS AMENDED DECEMBER 14, 2015 ITERMS , T RECORDED MAY 27, 2008 UNDER RECEPTION NO . 3556401 . (PLOTTED, SHOWN HEREON) WITH RECEIVER/VALVE SITE RECORDED FEBRUARY 14, 2005 UNDER RECEPTION NO . 3260959. (PLOTTED, SHOWN HEREON) UNDER RECEPTION NO . 4165104 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET 10 054000. DID NOT PLOT) CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 84 . MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. 120 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED AUGUST 15, 2007 UNDER G ANT WITH RECEIVER/VALVE SITE RECORDED DECEMBER 12 , 2008 UNDER RECEPTION NO . 3594663. (PLOTTED, SHOWN HEREON) DID NOT PLOT) RECEPTION NO . 3497279. (AFFECTS SECTION 34, 440, R63W AND SECTIONS 2, 3, 10, 11, 14Q 440, R63W. BLANKET 10 054000. DID NOT PLOT.) 157 . TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 85 . TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF AGREEMENT RECORDED APRIL 03, 121 . MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. GRANT RECORDED SEPTEMBER 30, 2015 UNDER RECEPTION NO . 4146283 . (PLOTTED, SHOWN HEREON.) 2007 UNDER RECEPTION NO . 3466104 ABS AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 AND AMENDED DECEMBER 14, 2015 A122 . NOT PLOT.) UNDER RECEPTION NO . 4165104. (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT PLOT) 158 . ANY FACTS, RIGHTS , INTERESTS OR CLAIMS WHICH ARE NOT SHOWN BY THE PUBLIC RECORDS, BUT WHICH COULD BE ASCERTAINED BY TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN RIGHT-OF-WAY GRANT MAKING INQUIRY OF THE LESSORS IN THE LEASE OR LEASES DESCRIBED OR REFERRED TO IN SCHEDULE A. 86 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECORDED JANUARY 04, 2016 UNDER RECEPTION NO . 4169979 . (AFFECTS SECTION 11, INSUFFICIENT INFORMATION TO PLOT.) GRANT WITH RECEIVER/VALVE SITE RECORDED JULY 11 , 2007 UNDER RECEPTION NO . 3489477 . (DOES NOT AFFECT) 159 . THE EFFECT OF ANY FAILURE TO COMPLY WITH THE TERMS, COVENANTS AND 123 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS ABS EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY CONDITIONS OF LEASE OR LEASES DESCRIBED OR REFERRED TO IN SCHEDULE A. 87. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS ABS EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY G ANT RECORDED MAY 09, 2016 UNDER RECEPTION NO . 4201577. (DOES NOTAFFECT) GRANT WITH RECEIVER/VALVE SITE RECORDED JULY 03, 2013 UNDER RECEPTION NO . 3945314 . (DOES NOT AFFECT) 124. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 88. THE EFFECT OF OFFICIAL DEVELOPMENT PLAN FOR SITE SPECIFIC SPECIAL REVIEW PERMIT, RECORDED SEPTEMBER 25, 2013 UNDER GET T RECORDED MAY 09, 2016 UNDER RECEPTION NO . 4201578. NOTE : THE FOLLOWING NOTICES PURSUANT TO CRS 9- 1 . 5-103 CONCERNING RECEPTION NO . 3966261 . (DOES NOTAFFECT) UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK AND RECORDER . THESE STATEMENTS ARE GENERAL AND DO NOT NECESSARILY GIVE NOTICE OF UNDERGROUND FACILITIES WITHIN THE SUBJECT PROPERTY : (A) MOUNTAIN BELL TELEPHONE COMPANY, 89. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705 . (B) WESTERN SLOPE GAS COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . RANT WITH RECEIVER/VALVE SITE RECORDED JULY 13, 2015 UNDER RECEPTION NO . 4124009 . (DOES NOT AFFECT) 1919757. (C) ASSOCIATED NATURAL GAS, INC . , RECORDED JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED OCTOBER 1 , 1984 AT RECEPTION NO . 1983584 AND RECORDED MARCH 3, 1988 AT RECEPTION NO . 2132709 AND RECORDED APRIL 10, 1989 AT RECEPTION NO . )( 90. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN RIGHT-OF-WAY GRANT 2175917 . (D) PANHANDLE EASTERN PIPE LINE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870756 AND RECORDED JUNE 26, OGEES SEPTEMBER 06, 2019 UNDER RECEPTION NO . 4521068. NOTE : THE FOLLOWING NOTICES PURSUANT TO CRS 9- 1 . 5-103 CONCERNING 1986 AT RECEPTION NO . 2058722 . (E) COLORADO INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784 . (F) UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK ABS RECORDER. THESE STATEMENTS ARE GENERAL AND DO NOT UNION RURAL ELECTRIC ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION NO . 1871004 . (G ) WESTERN GAS SUPPLY COMPANY, 0 NECESSARILY GIVE NOTICE OF UNDERGROUND FACILITIES WITHIN THE SUBJECT PROPERTY: (A) MOUNTAIN BELL TELEPHONE COMPANY, RECORDED APRIL 2 , 1985 AT RECEPTION NO . 2004300 . (H ) PUBLIC SERVICE COMPANY OF COLORADO, RECORDED NOVEMBER 9, 1981 AT RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705. (B ) WESTERN SLOPE GAS COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . RECEPTION NO . 1874084. ( 1 ) ST . VRAIN SANITATION DISTRICT, RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975 . (J) LEFT HAND 1919757 . (C) ASSOCIATED NATURAL GAS, INC . , RECORDED JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED OCTOBER 1 , 1984 AT WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977. (K) UNITED POWER, INC . , RECORDED JANUARY 24, 1991 AT RECEPTION NO . 1983584 AND RECORDED MARCH 3, 1988 AT RECEPTION NO . 2132709 AND RECORDED APRIL 10, 1989 AT RECEPTION NO . RECEPTION NO . 2239296. (L) WIGGINS TELEPHONE ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . (PLOTTED, SHOWN 0 2175917 . (D ) PANHANDLE EASTERN PIPE LINE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870756 AND RECORDED JUNE 26, HEREON) w 1986 AT RECEPTION NO . 2058722 . ( E) COLORADO INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784. (F ) UNION RURAL ELECTRIC ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION NO . 1871004. (G ) WESTERN GAS SUPPLY COMPANY, 125 . EXISTING LEASES AND TENANCIES, IF ANY. RECORDED APRIL 2, 1985 AT RECEPTION NO . 2004300. (H ) PUBLIC SERVICE COMPANY OF COLORADO , RECORDED NOVEMBER 9, 1981 AT RECEPTION NO . 1874084 . ( 1 ) ST. VRAIN SANITATION DISTRICT, RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975. (J ) LEFT HAND 126 . RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND TOWNSHIP LINES, AS ESTABLISHED BY THE BOARD OF WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977 . ( K) UNITED POWER, INC . , RECORDED JANUARY 24, 1991 AT COUNTY COMMISSIONERS FOR WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273 . (VACATED PER WELD COUNTY O RECEPTION NO . 2239296 . ( L) WIGGINS TELEPHONE ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . (PLOTTED, SHOWN DOCUMENT REC. NO. 3441938, DOES NOT AFFECT) S. HEREON) 5 127 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES 0 91 . EXISTING LEASES AND TENANCIES, IF ANY . PATENT RECORDED FEBRUARY 15, 1928 IN BOOK 668 AT PAGE 271 . (AFFECTS SECTION 14. BLANKET IN NATURE. DID NOT PLOT.) 0 0 M m 92 . RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND TOWNSHIP LINES, AS ESTABLISHED BY THE BOARD OF 128 . RESERVATION OF ALL COAL AND THE RIGHT TO PROSPECT IN DEED FEBRUARY 15, 1928 IN BOOK 668 AT PAGE 271 . (AFFECTS SECTION 14. COUNTY COMMISSIONERS FOR WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273. RESOLUTION VACATING PORTIONS OF BLANKET IN NATURE. DID NOT PLOT) WELD COUNTY ROADS RECORDED DECEMBER 14, 2006 UNDER RECEPTION NO . 3441938. (DOES NOT AFFECT) 129 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES a 93 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES PATENT RECORDED FEBRUARY 15, 1928 IN BOOK 668 AT PAGE 272 . RESOLUTION VACATING PORTIONS OF WELD COUNTY ROADS RECORDED PATENT RECORDED NOVEMBER 26, 1917 IN BOOK 461 AT PAGE 403 . (AFFECTS SECTION 10. BLANKET IN NATURE. DID NOT PLOT) DECEMBER 14, 2006 UNDER RECEPTION NO . 3441938 . (AFFECTS SECTIONS 2, 3, 10, 11, 14, AND 15. BLANKET IN NATURE. DID NOT PLOT) Z 0 NO . DATE : REVISION DESCRIPTION NAME PREPARED BY : PFS SIGNATURE DATE LAND SURVEY PLAT THIS AND ANY OTHER ELECTRONIC PE C T W i COUNTERPART IS AN INSTRUMENT OFF S SEERVICE DRAWN GLP 12/21 /23 ROJ PREPARED BY ASCENT GEOMATICS SOLUTIONS. LLC PART OF THE SOUTH ONE-HALF OF SEC . 34/ o FOR A DEFINED PROJECT. IT IS NOT INTENDED OR T REPRESENTED TO RE NUEXTEN FOR OF TE IN DESIGNED LAND SURVEY PLAT Preliminary TOWNSHIP 6 NORTH, RANGE 63 WEST WHOLE OR IN PART ON EXTENSIONS OF THE QC REVIEW PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions SEC . 2 3 T1 T N MODIFICATION, OF ANY UTILIZATION IF NOT A 8620 Wolff Ct APPROVED Q, 14, & TJr TOWNSHIP .J NORTH N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT CLIENT PROJECT NO . ID EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS GEOMATICS SOLUTIINS Westminster, Colorado 80031 01 / 10 /2024 4 : 05 : 31 PM RANGE 63 WEST vl SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE CLIENT SIGNATURE DATE ASCENT PROJECT NO . B23 .TRC . 0001 UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 6TH PRINCIPAL MERIDIAN REVIEW EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SHEET NO. APPROVED SCALE : AS-SHOWN WELD COUNTY, COLORADO 2 OF 9 LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . SEC 27 WELD COUNTY , COLORADO EXISTING LEGEND TC N R6 3 W W ALIQUOT CORNER FOUND OR SET AS DESCRIBED GL0 = 39 . 98 CH ( 2638 . 67 ) ( R ) GL0 = 39 . 98 CH ( 2638 . 67 ' ) ( R ) II N89 °03 ' 47" E 2649 . 05 ' ( M ) SET MONUMENT AS DESCRIBED - - - - N89 '03 ' 35" E2650 . 98 ' ( M ) - - - - - - - - \\ EASEMENT AS REFERENCED ON SHEETS 1 -2 II II SECTION LINE SEC . COR . 27-26-35-34 QUARTER SECTION LINE 1 /4 COR SEC 27-34 III I FOUND 30" NO . 6 REBAR, I SEC . COR . 28-27-34-33 FOUND 30" NO . 6 REBAR , III 3- 1 /4" ALUMINUM CAP GOVERNMENT LOT LINE SET 30" NO . 6 REBAR , I 3- 1 /4" ALUMINUM CAP STAMPED "2004 , LS 37068" 3- 1 /4" ALUMINUM CAP STAMPED "2012 , PLS 38281 " II II PROPOSED LEASE BOUNDARY (SEE NOTE 7) II FENCE- 4 STRAND BARBED WIRE STAMPED " PLS 38412" II II I 300' 600' DIRT OR TWO-TRACK ROAD AS SPECIFIED II GRAPHIC SCALE : 1 " = 300' ( M ) MEASURED I // ( R) RECORD (SEE NOTE NO . 5) / :41< _ I 50' PROPOSED ACCESS EASEMENT Symbol Legend ( NOT YET RECORDED) I Y ./ o o �/ Water Well � LO '-' N ON NW114 // NE114 I w I OO U Q // 1 O O0 oN d- � i nN -J I 4/\ I � � \ I SEC 34 111 7/ 6N R6SH/ \ \ 1111 1 /4CORSEC34-35 SEC 35 1 /4 COR SEC 33-34 1111 I CENTER 1 /4 COR SEC 34 I SET 30" NO . 6 REBAR, SET 30" NO . 6 REBAR , 3- 1 /4" ALUMINUM CAP T � �� JLII �d]/�jSET 30" NO . 6 REBAR, I 1 3- 1 /4" ALUMINUM CAP 3 3- 1 /4" ALUMINUM CAP 1 STAMPED " PLS 38412" STAMPED �� PLS 38412�� STAMPED " PLS 38412" /,_ S89 °12 ' 49 " W 2643 . 02 ' ( M ) S8912 ' 49 " W 2638. 98 ' ( M ) GRAVEL ROADSEC 33 ii \ i „ I 'P6N R6SW I H -\ I swl /4 II S 114 � I I g A2615 62 109 GRAVEL ROAD Si I 40' PIPELINE ROW \� i \ ICD REC . NO . 4146283 / � � \ 1 - - - - - - - - y OIL & GAS EQUIPMENT o / / 50' PROPOSED ACCESS EASEMENT // _ 25 50' PROPOSED ACCESS EASEMENT � ( NOT YET RECORDED) -= - /71117 A ( NOT YET RECORDED) / �� v / % -_ � � 30' PIPELINE EASEMENT NORTH LINE S1 /2 S1 /2 REC . NO . 3797974 PROPOSED LEASE BOUNDARY NORTH LINE S1 /2 S1 /2 //�� r SOUTH 1 /16 COR SEC 33-34 / � v� �� A� OIL & GAS EQUIPMENT PROPOSED LEASE BOUNDARY , \ _ / SOUTH 1 / 16 COR SEC 34-35 SET 30" NO . 6 REBAR, // , ��-- �� SET 30" NO . 6 REBAR, 3- 1 /4" ALUMINUM CAP �� STAMPED " PLS 38412" O/� 3- 1 /4" ALUMINUM CAP N89 °17' 34" E 2639 . 04 ' ( M ) j N89 °17' 14" E 2633 . 94' ( M ) STAMPED " PLS 38412" / / PROPOSED SITE ENTRANCE /// 1 \\ N / / / / LAT: N40° 26'21 .46" // II S1/2S1/2, SECTION 34 . O /j / PROPOSED SITE ENTRANCE LONG : W104° 25'06 .44" // II ® N d / / LAT : N40 °26'21 .45" // II AREA = 6 , 988, 834 SQ. FT. = 160 . 442 ACRES 1 /- o 41 83 SOUTH 1 /16 COR SEC 34 I I �\ I 0 N ' / C LONG : W104° 25'31 . 92" // / / \\ I SET 30 NO . 6 REBAR, // II N 57 19 / / \ 3- 1 /4" ALUMINUM CAP // Ii \\ 2 w v ` STAMPED " PLS 38412" // \\ o o I / / 50 REC LNO 32 0959 INE EASEMENT \ \\ // II \ // II ON / / ( II AA oo 11O oi 0 / / / 11 GRAVEL ROAD W I I I M0 (11 w I- W l IM L/ / j � � V.) III 57 19 r7 I 50 PIPELINE EASEMENT al I / % / 11 I � REC . NO . 3260959 U, / / I oN / / I TWO-TRACK ROAD ° SEC . COR . 33-34-3-4 / O SET 30" NO . 6 REBAR , II I I GRAVEL ROAD SEC . COR. 34-35-2-3 al 3- 1 /4" ALUMINUM CAP / II 1 /4 COR SEC 34-3 I FOUND 30" NO . 6 REBAR , O STAMPED " PLS 38412" I / II FOUND 11 "x14"x4" STONE I 2- 1 /2" ALUMINUM CAP m / " 1 /4" ON SOUTH FACE A 39 99 56 82 I I STAMPED "2001 , LS 24657" I I / A I 50 PIPELINE ROW RECEIVER SITE EASEMENT I T6N REC . NO . 3260959 II JREC . NO . 3077384 I - _ - - - a T _ — — _ _ _ _ _ _ - - _ = GL0 = 40 . 00 CH ( 2640 . 00 ' ) ( R ) GLO = 40 . 00 CH ( 2640 . 00 ' ) ( � I I S89 °22 ' 20 " W 2635 . 07 ' ( M ) 83 17 III S8921 ' 41 " W 2628 . 92 ' ( M ) / ' 5N T 5 1\1 y SEC ' RECEIVER SITE EASEMENT III I I III REC . NO . 3077377 l , T 5 1\1 R b W 3 NO . DATE : REVISION DESCRIPTION NAME BY :PREPARED PFS SIGNATURE DATE THIS AND ANY OTHER ELECTRONIC MEDIALAND SURVEY PLAT 1 1 - 1 0 - 2 0 2 4 ADDED PROPOSED ACCESS EASEMENT AWJ COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 PROJECT W PREPARED BY ASCENT GEOMATICS SOLUTIONS. LLC THE SOUTH ONE-HALF OF SEC . 34, o FOR A DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED REPREWHOLE ORED TO IN PARTTEONUEXTENSIONS OF THELE FOR REUSE N LAND SURVEY PLAT ■ ■ TOWNSHIP 6 NORTH, RANGE, 63 WEST PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions QC REVIEW Preliminary O MODIFICATION, OF ANY UTILIZATION IF NOT A SEC . 2, 3, 11, 10, 14, & 15, TOWNSHIP 5 NORTH, 8620 Wolff Ct APPROVED N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCEIJI� CLIENT PROJECT NO . RANGE 63 WEST W EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS LEDMAIICS SOLIni Westminster, Colorado 80031 _ 01 / 10 /2024 4 : 05 : 54 PM vl SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE CLIENT SIGNATURE DATE ASCENT PROJECT NO . TRC 8230001 {j UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW 6TH PRINCIPAL MERIDIAN EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : 1 " = 300' WELD COUNTY, COLORADO SHEETN0.APPROVED 3 OF 9 LAND SURVEY PLAT SEC 34 PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . T 6 N R6 3 WELD COUNTY , COLORADO II 18 39 99 56 s2 I EXISTING LEGEND 57 19 11 // / 50' PIPELINE ROW T � 1\1 // RECEIVER SITE EASEMENT II GL0 = 40. 00 CH ( 2640. ' IIII GL0= 40 . 00 CH ( 2640 . 00 ' ) ( R ) 00 ) ( R ) REC . NO . 3077384 ALIQUOT CORNER FOUND OR SET AS DESCRIBED 7 ' 6 N REC . NO 3260959 _ _ - _ S8921 ' 41 " W 2628 . 92 ' ( M ) � - - - - - II S89°22' 20" W 2635. 07 ' ( M ) - - SET MONUMENT AS DESCRIBED'I N/ I II 83 17 IIII AEASEMENT AS REFERENCED ON SHEETS 1 -2 'I 5 1\1 I I RECEIVER SITE EASEMENTSEC .IIII GRAVEL ROAD - - SECTION LINE III I 57 19 41 83 1 /4 COR SEC 34-3 REC . NO . 3077377 III FOUND O30" NO . 6 REBAR - QUARTER SECTION LINE SEC . COR. 33-34-3-4 I III I� 50' PIPELINE EASEMENT I FOUND 11 "x14"x4" STONE IIII 2- 1 /2" ALUMINUM CAP GOVERNMENT LOT LINE SET 30" NO . 6 REBAR, III I REC . NO . 3260959 1 /4 ON SOUTH FACE I I I STAMPED "2001 , LS 24657" 3- 1 /4" ALUMINUM CAP I NOO 4IPROPOSED LEASE BOUNDARY (SEE NOTE 7) STAMPED " PLS 38412" �J IIII NOO , FENCE- 4 STRAND BARBED WIRE III III Nu . NOO 2 I I 0 300' 600' IIII / Th I IIII DIRT OR TWO-TRACK ROAD AS SPECIFIED I i 1 I � / \ I I \ ( M ) MEASURED GRAPHIC SCALE : 1 I I ^ 1 I III / , III ,j - ( R) RECORD (SEE NOTE NO . 5) I III III/ lJ III // / ICI // 7 � I u I /jI19574183 I' // \ � O' PIPELINE EASEMENT " Symbol Legend '� III I III /%/ I REC . NO . 3260959 I i/ IIIII I o 0 Water Well � n III ( / Ij / / IIIII NN •JN � - - - I - - - - - ` - TWO-TRACK ROADS - - - - - - - - - - - - - - - - � II U � - o - �� _ _ _ I � � - - r \ - IIII 04 _ III _ I � � �� II / AIII NE114NW114II III / \\ 50 PIPELINE EASEMENT Z O z IIII ru / / \\\ I REC . NO . 3077377 I I � o \ \N\ / ( \\ I IIII 1 I I III I fl I II II OIL & GAS FACILITY \\ I I I I I) c , I I- _ __ I IIII II III jHR l I I ii I 1 /4 COR SEC 3-2 1 /4 COR SEC 4-3 III• I �l �� SEC 3 II FOUND 0 . 8'x 3 2 0 .5' STONE SEC 2 FOUND 30" NO . 6 REBAR , I 00000 ii 3- 1 /4" ALUMINUM CAP I III 00000 A46 � TJN R' 6 3T5N Ro STAMPED " 1989 , PLS 22098" I 64 48 VARYING WIDTH PIPELINE EASEMENT _ - ii - REC . NO . 4201585 - + AREA = 27, 857, 173 SQ. FT. = 639 . 513 ACRES + / SECII I I I ��lIOIL & GAS FACILITYT 5 1\1 R 6 3 �' I I I I 26 15 62 109 I 40' PIPELINE ROW II III REC . NO . 4146283 ^ II II i \ II IIII III � � ' ` � ► � I [ ` \ \ I IIII ' O ( 1 / ) I 1 I I 1 \ I \ OIL & GAS FACILITY / � II /� i II]II I 4 /I ��/ �\ II Imo .-. tic IIIII I 1 , // ii/ II o III \ � „ I o LO Ili ► ° ` SE114O I 11 ;� \ II LOLO SWI14 N N � III ` _ -_ - - - _ _ _ _ _ ___� 1 �- - __=_� _ � =_____= NI I I ► I _ \ TWO-TRACK ROADS II OO I 52 16 O p I IIII CENTERLINE PIPELINE EASEMN NT It TWO-TRACK ROAD p 0 o o dam- III REC . NO . 2203049 \`\\ II `t O o \ II oz O I I \� ( �\ \\ II GRAVEL ROAD IIL `\ 0 II N \ \\ \ I 54 o IIII 50' PIPELINE EASEMENT o III I I I J I ` \; REC . NO . 3016421 = JII II III II / I I I 99 , I I 1 /4 COR SEC 3- 10 H 50 PIPELINEROW w 1 OIL & GASFACILITY SET30" NO . 6REBAR , / REC . NO . 3077384 3- 1 /4" ALUMINUMCAP / STAMPED PLS 38412" I I 56 82 3 III 18 /'\ //\ ,/ ,4 \ 99 56 82 II 18 gg 39 FENCE LIES 15 . 7' NORTH SEC . COR. 3-2- 11 - 10 SEC . COR. 4-3- 10-9 ILft 50' PIPELINE ROW FENCE LIES 122 . 1 ' NORTH I / II � � � OF SECTION LINE I FOUND 30 NO . 6 REBAR, -� RECEIVER SITE 2- 1 /2" ALUMINUM CAP • r - REC . NO . 3077384 OF SECTION LINE / II REC . NO . 3077384 I STAMPED "2010 , LS 38175 O al FOUND o 3112"�ALUMNNUMPCAP '1 0 STAMPED " LS 22098" i— — — ___ — / / - - - 11 - - - --- GL0= 39 . 95 CH ( 2636 . 69 ' ) ( R ) �, - GL0= 39 . 95 CH ( 2636 . 69 ' ) ( R ) .� \\ N89°07 ' 46 " E 2644. 01 ' ( M ) N89 07 46 E 2644. 01 ( M ) SEC 10.. . . : 1 NN III__ __ ___ __ 7 ' 5N R6SW ' _____________ I � z z o N0 . DATE : REV I S 1 ON DESCRIPTION I PT 1 ON NAME PREPARED BY : PFS SIGNATURE DATE LAND SURVEY PLAT THIS AND ANY OTHER ELECTRONIC MEDIA 31 COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 I I 0 J E C T W PREPARED BY ASCENT GEOMATICS SOLUTIONS, LLC THE SOUTH ONE-HALF OF SEC • 34, 0 FOR A DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED WHOLE REPREORED TO N PARBEONUEXTENSIONS OF THELE FOR REUSE N LAND SURVEY PLAT TOWNSHIP 6 NORTH, RANGE 63 WEST O PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions QC REVIEW Preliminary o MODIFICATION, OF ANY UTILIZATION IF NOT A 8620WolffCt APPROVED SEC . 2, 3, 11, 10, 14, & 15, TOWNSHIP 5 NORTH, N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT Westminster, Colorado 80031 CLIENT PROJECT NO . RANGE 63 WEST m EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS GEDMATICSS0LUJI ) NS 01 / 10/2024 4 : 06 : 10 PM OI SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE CLIENT SIGNATURE DATE ASCENT PROJECT NO . TRC B230001 UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 - 6TH PRINCIPAL MERIDIAN EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. REVIEW _ SHEET No. I- SCALE : 1 = 300' WELD COUNTY, COLORADO 4 OF 9 APPROVED LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SEC 3 SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . WELD COUNTY , COLORADO � T5N R6 3 I EXISTING LEGEND �) \ / ,- - = = _ _ _ ALIQUOT CORNER FOUND OR SET AS DESCRIBED GL0 = 39 95 CH ( 2636 . ' \ SET MONUMENT AS DESCRIBED - - - = 39 . 95 CH ( 2636 . 69 ' ) ( R ) >, 69 ) ( R ) - - �� GL0 N89 07 46 E 2644. 01 ( M ) �� N89 07 ' 46 " E 2644. 01 ' ( M ) 11 I SEC . COR . 3-2- 11 - 10 - - �# EASEMENT AS REFERENCED ON SHEETS 1 -2 I FOUND 30" NO . 6 REBAR , SECTION LINE 1 /4 COR SEC 3- 10 y ' 2- 1 /2" ALUMINUM CAP SEC . COR . 4-3- 10-9 �� I SET 30" NO . 6 REBAR, 11 GRAVEL ROAD STAMPED "2010 , LS 38175" QUARTER SECTION LINE II 3- 1 /4" ALUMINUM CAP 1111 FENCE LIES 33 .0' WEST GOVERNMENT LOT LINE FOUND 2- 1 /2" ALUMINUM PIPE , \\ I STAMPED " PLS 38412" 124 90 3- 1 /2" ALUMINUM CAP \\ 1 111 OF SECTION LINE PROPOSED LEASE BOUNDARY (SEE NOTE 7) \ - - I `-- 40 PIPELINE ROW STAMPED " LS 22098" \ 3II GRAVEL ROAD / / = IIII I REC . NO . 4201578 FENCE- 4 STRAND BARBED WIRE / III I 0 300' 600' - \ \ / I II I� I 'BSI I DIRT OR TWO-TRACK ROAD AS SPECIFIED \ \\ \ /jam IIII /j / J I � I GRAPHIC SCALE : 1 " = 300' ( M ) MEASURED �� \\ // II // I ( R) RECORD (SEE NOTE NO . 5) \\ / IIII j/ I \\ I I / \ \ \\ \ // / IIII // ^ / 1uu / // I II // III ` � \ � // L11 \ ;/ Symbol Legend III � � i III I // o N / i1 \ IIII // o / � / \ � \ NW1 4NE1 /4 /;/_ / II // GRAVEL ROAD I N \ � � I � I ) // - - - _ III-==- _ - - - _ - � \ _ A98_ _ 50' PIPELINEROW \ - p 6 Ln U I � OO // � \\ \ _ — REC . NO . 2924436 / 50' PIPELINE ROW II CD I H o . I \ — — _ _ — — � / I REC . NO . 3119402 TWO-TRACK ROADS / IJ \\ / / Q o z // I JI \\ I / / I 1 `-' I o o I I / IIII \ I I � \ III I E3 I I III / � \ \ I q I oo J10, / III \ � \ � � _ i � \ \ � I I II . III /i III vv I I Il // IIII II i I / // I111 \ \ \ I \ \ 124 90 HI / ' v III \ I I I\ 70' PIPELINE ROW / IIII \\� I I III REC . NO . 4201578 / � / II \\ I I III II FENCE LIES 44 . 3' WEST \ � / I I \\ I I I I OF SECTION LINE II 1 /4 COR SEC 10- 11 1 /4 COR SEC 9- 10 I I \\ SEC 10 I I I I 1 11 SET 30" NO . 6 REBAR, SEC 11 FOUND 1 - 1 /2" STEEL PIPE , I II \\ \ I II 111 3- 1 /4" ALUMINUM CAP 3" ALUMINUM CAP I \ \ \\ I I II I I STAMPED " PLS 38412" STAMPED 1990 , LS 7242 \ T5 _ \1 6 3 W II / T 5 1\1 R63 - T� `X \� AREA = 28 , 024 , 490 SQ. FT. = 643 . 354 ACRES + /- II j � c I 52 16 ��\ I I I FENCE LIES 47 . 2' WEST 1 CENTERLINE PIPELINE EASEMENT _ _ I \\ I I I I OF SECTION LINE I I REC . NO . 2203049 \\ I I I I I ( I T 5 1\1 R 6 3 l� \\ I I 39 56 III \\ \\ 1 \\ \ \\ I 82 99 18 1 \I II 1 I I 1� 1 50 PIPELINE ROW I II I ❑ J / I I I \\ SE114 REC . NO . 3077384SWI H Ivv i / / vw \ \ l vvv / � / vv I / I11 I vv / 1/ / r vv 39 56 I I 1 • \\ � r / I \\ \ I \\ j \ 18 99 82 I / o � 40' PIPELINE ROW \\� I J�J / � \\ RECEIVER SITE I I O N O 0 I J / / \\ REC . NO . 3077384 I / _ N REC . NO . 4146283 \ �\ J�� / / \\ I % N co \ / Ir — i \\ TWO-TRACK ROADS H 1i1 I vv JIB vv /7\v vv o _ I � � �I \\� GRAVEL ROAD y/ j 1p \ o . \ 6 o I \ \ � �� / 50' PIPELINE ROW Z � - - 1 II z � >� A\ �� ' �/ REC . NO . 2981170 I cD I I c� � � ii ICI �� I �\ ✓ �i'f I I d N> � �� II II // Ho ii / �� II /� \ IJ 1 I // � /� �� IIII 15 104 IJ FENCE LIES 358' WEST 1 J . 120' PIPELINE ROW I II OF SECTION LINE ( I L\L\ (` i / IIII REC . NO . 3594663 II I / II II // I- \\ II 11 // /i �I \ IIII I I // V\ ICI II 3 \\ II SEC . COR . 10- 11 - 14- 15 I I SEC . COR . 9- 10- 15- 16 \\ I 1 /4 COR SEC 10- 15 II I FOUND 30" NO . 6 REBAR , • o FOUND 2- 1 /2" ALUMINUM PIPE , 3- 1 /2" ALUMINUM CAP \\ I SET 30" NO . 6 REBAR, II I 3- 1 /4" ALUMINUM CAP aI \ STAMPED 2008 , PLS 28258 o STAMPED " 1990 , LS 7242" \ \ I �VI 3- 1 /4" ALUMINUM CAP � I F', \ \\ 11 STAMPED " PLS 38412" I - - - i - - - - - _ - - - - - - - - - - - GLO = 39 . 92 CH ( 2634. 71 ' ) ( R ) GLO = 39 . 92 CH ( 2634. 71 ) ( R ) II N89 2203E 2648 . 29 ' ( M ) N89 °22 ' 03 " E 2648 . 29 ' ( M ) II \ \\ SEC15 II \ I II FENCE LIES 28 . 5 WEST \ I 1 OF SECTION LINE �I z - N0 . DATE : REVISION DESCRIPTION NAME PREPARED BY : PFS SIGNATURE DATE LAND SURVEY PLAT THIS AND ANY OTHER ELECTRONIC MEDIA 31 COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 P R 0 J E C T W PREPARED BY ASCENT . ITIS GEOMATICS SOLUTIONS. LLC PART OF THE SOUTH ONE-HALF OF SEC . 34, oFOR A DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED _________ ________ WHOLE REPREORED TO IN PARTTEONUEXTENSIONS OF THELE FOR REUSE N LAND SURVEY PLAT TOWNSHIP 6 NORTH, RANGE 63 WEST PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions QC REVIEW Preliminary o MODIFICATION. OF ANY UTILIZATION IF NOT A 8620WoffCt APPROVED CLIENT PROJECT NO . SEC . 2, 3, 11, 10, 14, & 15, TOWNSHIP 5 NORTH, N FINISHED INSTRUMENT. WITHOUT THE PRIOR ASCENT Westminster, Colorado 80031 RANGE 63 WEST m EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS GEOMATICSSOLIJONS 01 / 10/2024 4 : 06 : 16 PM vl SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE CLIENT SIGNATURE DATE ASCENT PROJECT NO . TRC B230001 UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW 6TH PRINCIPAL MERIDIAN EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : 1 " = 300' WELD COUNTY, COLORADO SiiEETN0.APPROVED 5 OF 9 LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SEC 10 SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . WELD COUNTY , COLORADO � � 1\1 R6 3 wII // EXISTING LEGEND \ \ + 1 II GLO = 39 . 92 CH ( 2634. 71 ' ) ( R ) / _ ALIQUOT CORNER FOUND OR SET AS DESCRIBED GL0 = 39 . 92 CH ( 2634 . 71 ) ( R ) II N89 '22' 03 " E 2648. 29 ' ( M ) _ _ _ _ / _ _ - SET MONUMENT AS DESCRIBED N89 °22' 03" E 2648 . 29 ' ( M ) - - - - - - - - - - - - - AEASEMENT AS REFERENCED ON SHEETS 1 -2 I - - SECTION LINE \\ I I I FENCE LIES 28 . 5' WEST SEC . COR. 10- 11 - 14- 15 QUARTER SECTION LINE \\ +I 1 /4 COR SEC 10- 15 SEC . COR. 9- 10- 15- 16 II GRAVEL ROAD SET 30" NO . 6 REBAR , II OF SECTION LINE r FOUND 30" NO . 6 REBAR, 3- 1 /4" ALUMINUM CAP GOVERNMENT LOT LINE FOUND 2- 1 /2" ALUMINUM PIPE , 3- 1 /4" ALUMINUM CAP I 3- 1 /2" ALUMINUM CAP I STAMPED " PLS 38412" 11 STAMPED "2008 , PLS 28258" PROPOSED LEASE BOUNDARY (SEE NOTE 7) FENCE- 4 STRAND BARBED WIRE STAMPED " 1990 , LS 7242" �I II III o II GRAVEL ROAD I 0 300' 600' DIRT OR TWO-TRACK ROAD AS SPECIFIED II I �` Po, II I ( M ) MEASURED III 109 I GRAPHIC SCALE : 1 " = 300' ( R) RECORD (SEE NOTE NO . 5) / OIL & GAS EQUIPMENT \ I A26 àA40' PIPELINE ROW / � // ) REC . NO . 4146283 / ;- I III \\ „ III / ► \\ % I Symbol Legend / \� N Water Well p IIII / OIL & GAS EQUIPMENT \ W iI � L0 NW1 /4 . u7 IAN OIL & GAS FACILITY // t IIID / \ NEI /4 �v Well Permit No . Owner Purpose o o '- 4,, li 310849 Wells Ranch House & Stock Water o 0 oz \ I � z C / P I 91 15 104 - �/ �\ / I I III RECEIVER SITE 14 TWO TRACK ROADS // \� I REC . NO . 3594663 50' PIPELINE ROW / \\\\ I / IL REC . NO . 3016422 rI 5 / J // / — — _—_ — _ _ 20' PIPELINE ROW -- — — z — REC . NO . 3556401 / ) / III — _—_ _ _ — _\\ _ - - - , oAA I in a / / / � 20 PIPELINE ROW // \\ —o( — / �/I III REC . NO . 3515967 \\\ Illy SEC 14 III \\ 1 /4 COR SEC 15- 14 1 /4 COR SEC 16-15 / VII SEC 15 \\ I FOUND 30" NO . 6 REBAR , FOUND 1 - 1 /2" STEEL PIPE , / 9111 \\ I 3- 1 /4" ALUMINUM CAP T5N R6 3 3" ALUMINUM CAP / / �� STAMPED "2008 , PLS 28258" STAMPED " 1990 , LS 7242" / / / III T5N R6 3 IV _ _ II _ - - - + - ce - - - II AREA = 27, 549 , 626 SQ. FT. = 632. 452 ACRES + /- FENCE LIES 40 .2' WEST . t lI I I,' „ OF SECTION LINE II SEC I6 h4� I H ri I IIIdi I �\ T51\1 6 3 W III �/ \\ I // I � Ill dl �� Ilyl — II vi o ) II III /// II // �// II /// II / I III / /j/ GRAVEL ROAD OIL & GAS EQUIPMENT II � 15 II , 1��/— = __ _ — 20' PIPELINE ROW - - - - - _ _ _ // GRAVEL ROAD p .-' — — REC . NO . 3556401 — — ao J o cOc0 ==� o /� \ S {' y 114 TWO-TRACK ROADS /// \\ o I� o N // � // \\ at 0 . �/ 1 // \\ iv \ no // � \ I ///// SE114 \\ \ I c� J4 / \ O \ \ V/ \ / II w ItJ II 1 V JI • SEC . COR . 16- 15-22-21 ++ ° I 1 /4 COR SEC 15-22 I FOUND 1 - 1 /2" PIPE , -22 a FOUND 1 - 1 /2" PIPE , I FOUND 1 - 1 /2 PIPE , 11 , O 3 ALUMINUM CAP FENCE LIES 0 . 8 SOUTH 0 3" ALUMINUM CAP I 3 ALUMINUM CAP OO STAMPED " LS 4845" ij STAMPED " LS 4845" OF SECTION LINE STAMPED " LS 4845" U GL0= 39 . 87 CH ( 2631 . 41 ' ) ( R ) GL0= 39 . 87 CH ( 2631 . 41 ' ) ( R ) S89 '45 ' 32 " W 2561 . 71 ' ( M ) 000000 S8944' 28" W 2561 . 33 ' ( M ) ° I /SC 'i ' 51v R6SW zz o NO . DATE : REV I S 1 ON DESCR I PT 1 ON NAME PREPARED BY : PFS SIGNATURE DATE LAND SURVEY PLAT THIS AND ANY OTHER ELECTRONIC MEDIA 31 COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 P R 0 J E C W PREPARED BY ASCENT T. IT ISICS SOLUTIONS, OR PART OF THE SOUTH ONE-HALF OF SEC , 34, o FORA DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED LAND SURVEY PLAT TOWNSHIP 6 NORTH, RANGE 63 WEST WHOLE ORIN PARBEONUEXTENSIONS OF THEN PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions QC REVIEW Preliminary o MODIFICATION, OF ANY UTILIZATION IF NOT A 8620 Wolff Ct APPROVED SEC . 2, 3, 11, 10, 14, & 15, TOWNSHIP 5 NORTH, N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT Westminster, Colorado 80031 CLIENT PROJECT NO . 01 / 10/2024 4 : 06 : 21 PM RANGE 63 WEST m EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS GE0 M ATI CS SO un I0 AS vl SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE CLIENT SIGNATURE DATE ASCENT PROJECT NO . TRC 13230001 UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 - 6TH PRINCIPAL MERIDIAN • EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. REVIEW SHEETN0. APPROVED SCALE : 1 = 300 WELD COUNTY, COLORADO 6 OF 9 LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SEC 35 SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . WELD COUNTY , COLORADO T6N R6 SW W EXISTING LEGEND II GL0= 40 00 CH ( 2640. 00' ) ( R) II \ ALIQUOT CORNER FOUND OR SET AS DESCRIBED GL0 = 40. 00 CH ( 2640. 00 ' ) ( R ) II , ' N89 °21 ' 07 " E 2631 . 92' ( M ) - - - - - - ______ /I - - N89 23 04„ E 2630 . 63 ( M ) - - - - - - SET MONUMENT AS DESCRIBED I Ij 48 \\ ` / \ EASEMENT AS REFERENCED ON SHEETS 1 -2 II 50' PIPELINE EASEMENT II \\ - - SECTION LINE 1 /4 COR SEC 35-2 II REC . NO .4567442 I I \\SEC . COR. 35-36- 1 -2 QUARTER SECTION LINE SEC . COR . 34-35-2-3 FOUND 30" NO . 6 REBAR, II GOVERNMENT LOT LINE II FOUND 30" NO . 6 REBAR, I FOUND 30" NO . 6 REBAR,2- 1 /2" ALUMINUM CAP II 2- 1 /2"D"200ALUMINUM CAP I STAMPED "2017 , LS 38307" II II STAMPED "201X, LSAP 3XX07" PROPOSED LEASE BOUNDARY (SEE NOTE 7) STAMPED 2001 , LS 24657FENCE- 4 STRAND BARBED WIRE II II II II II 0 300' 600' II DIRT OR TWO-TRACK ROAD AS SPECIFIED NO NOo 3N0eiN0 , , GRAPHIC SCALE : 1 " 300' ( M ) MEASURED__________ 4 Il I ( R) RECORD (SEE NOTE NO . 5) Well Permit No . Owner Purpose ilr 3738 Wells Ranch House & Stock Water ` _ _ _ _ _ _ II I II it Symbol Legend j \\ • TWO-TRACK ROADS II 4 I� \\ II Water Well TWO-TRACK ROADS / � (NO r I _ n \ o 0 II P II II NW114 \ I / \ J NEl /4 OIL & GAS EQUIPMENT � \ \ \\ � II I N ) H I\\ GRAVEL ROAD I 41 3 1 /4 COR SEC 2- 1 SEC 2 8 SET 30" NO . 6 REBAR , SEC I 1 /4 COR SEC 3-2 \ 57 19 3- 1 /4" ALUMINUM CAP FOUND 0 . 8'x0 .3'x0 .5' STONE \ 7 ` 5NR6 3IV 50' PIPELINE EASEMENT STAMPED " PLS 38412" T5N R 6 3 TV REC . NO . 3260959 \\ AREA = 27, 832, 686 SQ. FT. = 638 . 951 ACRES f % SEC 3 T5N R6SW \\ II I \\ // H / o - - - (Din /// __ _- - NCO - — — — — — — NI — — — — — — — W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � \ � / TWO-TRACK ROADS I — _ _ - - � cl U � \ _ _ _ OOOO SWI14 \� \ — — _ _- - / 19 57 41 83 Q o O O \\ - ___ __- =_- I ` RECEIVER SITE EASEMENT C d 1\ �� _ — — --_— — — — REC . NO . 3260959 II N oZ J — AAAA J 11O - � � - _- - =�_ � �=== - - - - - - 1 57 41 8 / 1O �/ , - - 50' PIPELINE EASEMENT / SE114 REC . NO . 3260959 N / \ M �� j \\ GRAVEL ROAD f(� I mo/ _____ 2 oi 56 82 tJ 39 99 18 \\I- FENCE LIES 13 . 1 ' WEST LnI --` P 50 PIPELINE ROW \1 OFSECTIONLNE SEC . COR. 3-2- 11 - 10 REC . NO . 3077384 \\ 3 FOUND 30" NO . 6 REBAR, o \\ I 1 /4 COR SEC 2- 11 SEC . COR. 2- 1 - 12- 11 6 REBAR, 2- 1 /2 ALUMINUM CAP \\ SET 30" NO . 6 REBAR, I FOUND 30" NO O STAMPED "2010 , LS 38175" al• • \\ 3- 1 /4" ALUMINUM CAP I 2- 1 /2" ALUMINUM CAP o FENCE LIES 15. 7' NORTH I �I STAMPED " PLS 38412" STAMPED "2011 , LS 38175" ('.1 OF SECTION LINE U GLO = 39 . 86 CH ( 2630. 75 ' ) ( R ) GL0 = 39 . 86 CH ( 2630 . 75' ) ( R ) - � N89 °39 ' 57 " E 2636 . 86 ' ( M ) N89 °39 ' 57 " E 2636 . 86 ' ( M ) SEC I I z T5N Ru 6 3 W z o N0 . DATE : REV I S 1 ON DESCRIPTION I PT 1 ON NAME PREPARED BY : PFS SIGNATURE DATE LAND SURVEY PLAT THIS AND ANY OTHER ELECTRONIC MEDIA 31 COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 P R 0 J E C T W OF PREPARED BY ASCENT T. IT IS ICS SOLUTIONS, OR PART OF THE SOUTH ONE-HALF SEC , 34, C FOR DEFINED PROJECT. IT NOT INTENDED OR DESIGNED WHOLE REPREORIN PARTTED TO EONUE TENSIONS OF THELE FOR REUSE N LAND SURVEY PLAT TOWNSHIP 6 NORTH, RANGE 63 WEST O PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions QC REVIEW Preliminary O MODIFICATION, OF ANY UTILIZATION IF NOT A 8620 Wolff Ct APPROVED rt SEC . 2, 3, 11, 10r 14, & 15, TOWNSHIP 5 NORTH, N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT Westminster, Colorado 80031 CLIENT PROJECT NO . RANGE 63 WEST m EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS GEDMATICSS0LUJI ) NS 01 / 10/2024 4 : 06 : 25 PM UI SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE CLIENT SIGNATURE DATE ASCENT PROJECT NO . TRC B230001 UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 - 6TH PRINCIPAL MERIDIAN EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. REVIEW - SHEET NO. a SCALE : 1 = 300' WELD COUNTY, COLORADO 7 OF 9 APPROVED LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SEC 2 SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . WELD COUNTY , COLORADO TJN R6SW _ EXISTING LEGEND GL0 = 39 . 86 CH ( 2630 . 75 ' ) ( R ) GL0= 39 . 86 CH ( 2630 . 75' ) ( R ) AEASEMENT AS REFERENCED ON SHEETS 1 -2 ALIQUOT CORNER FOUND OR SET AS DESCRIBED N89 °39 ' 57" E 2636 . 86 ' ( M ) - - - _ N89 °39 ' 57 " E 2636 . 86 ' ( M ) - SET MONUMENT AS DESCRIBED - - - � \ \ II SEC . COR. 3-2- 11 -10 \ II I - - SECTION LINE FOUND 30" NO . 6 REBAR, I VI QUARTER SECTION LINE 2- 1 /2" ALUMINUM CAP STAMPED "2010 , LS 38175" \ \ \\\II 1 /4 COR SEC 2- 11 SEC . COR. 2- 1 - 12- 11 FOUND 30" NO . 6 REBAR, GOVERNMENT LOT LINE \\ SET 30„ NO . 6 REBAR, 2- 1 /2" ALUMINUM CAP FENCE LIES 33 . 0' WEST 3- 1 /4" ALUMINUM CAP STAMPED "2N1 LS 38175" PROPOSED LEASE BOUNDARY (SEE NOTE 7) OF SECTION LINE 12 90 \ \ \\\ STAMPED " PLS 38412" r FENCE- 4 STRAND BARBED WIRE - -I `-- 40 PIPELINE ROW \ REC . NO . 4201578 \\ �\ I 0 300' 600' _ \ \ \\ / \ \ I DIRT OR TWO-TRACK ROAD AS SPECIFIED 1 I / � \ \\ I � � \ \\ GRAPHIC SCALE : 1 " = 300' ( M ) MEASURED / \ \ \\ / / \ / ( R) RECORD (SEE NOTE NO . 5) I ICI I / - \ \ � � _ \ // / \ r� 2/ \ \\ �� // LI � I J I OIL & GAS FACILITY \ \ \ ` \\ GRAVEL ROAD I \\ r // I Symbol Legend at o I \ \\ �� /% ON \\\ �� /r qt W Water Well TWO TRACK ROADS \ ItJIx - - - - - d � I % °o — � 16 \� � // II oN I 50' PIPELINE ROW i \\ // I 0 o I ' ] � / p I REC . NO . 3077383 \ \ \�\ j/ / l o II o I / GRAVEL ROAD �� oZ H ;\ 09 11 \ \ � � � \\\ I /i/ /I I � 0 I ow I 1 50 PIPELINE ROW \� \ // oo REC . NO . 3148021 , \ // NEI ' NWI 14 \\ /� Iii Ili III \ \\ /�' ii // /i I / \ \ \\ �' // II \ \ \\ I 124 90 III OIL & GAS FACILITY \ \ \� 70' PIPELINE ROW \' I-- \ \\ �/ 41 REC . NO . 4201578 I I U \ \ \\ II \\ // II \ \ \ \ I I/ II \ / 1 /4 COR SEC 11 - 12EC \ \ \\ SEC I I I SET 30" NO . 6 REBAR, 12 1 /4 COR SEC 10- 11 III // 3- 1 /4" ALUMINUM CAP SET 30" NO . 6 REBAR, III \ \ \�\ // I STAMPED " PLS 38412" 3- 1 /4" ALUMINUM CAP I I \ T5N _ 6SW __ __ __ __ / ' 5N�//fie+ R6 SW STAMPED " PLS 38412" II \ \ \\ 1 I \ \ \\ AREA = 28 , 050 , 701 SQ. FT. = 643 . 955 ACRES + /- 11 FENCE LIES 47 . 2' WEST \\ // Ir OF SECTION LINE \ \\ // SEC Ill II_____T5N I I \ \ 57 19 \\ I //R6SWI \ RECEIVER SITE EASEMENT // I I I I II REC . NO . 3260959 // IV I OIL & GAS FACILITY \ // // // \\ // I I \�\ j \ 50' PIPELINE EASEMENT \\ \� /�/ 12 III \\ / jj� REC . NO . 3260959 I \\ // vaiI II \\ < / / � N N N I I I \ \ TWO-TRACK ROADS \\ I I/ r �\ I \\ \ / \ U w O 1 , /, SE114 O sWa /4 \\ � q NN Z I \ \ // / GRAVEL ROADS �/ N O H / // I \o IOIL & GAS FACILITY \ FENCE LIES 35 . 8 WEST I ❑ I I \\ OF SECTION LINE Ir - II \\ / / 12 II \ // 35' PIPELINE ROW �I I � � __ %/ REC . NO . 4169979 tJ /// \( ^ // (APPROX. LOC . ) - //SEC . COR. 10- 11 - 14- 15 // I 1 /4 COR SEC 11 - 14 // SEC . COR. 11 - 12- 13- 14 FOUND 30" NO . 6 REBAR, � FOUND 1 - 1 /2" PIPE , • O FOUND 30" NO . 6 REBAR, I /// 3- 1 /4" ALUMINUM CAP / \ „ ALUMINUM CAP s 3- 1 /4" ALUMINUM CAP STAMPED "2008 , PLS 2 " S O 8258 STAMPED "2008 , PLS 28258" \\ STAMPED " LS 4845" I - - - / - - - - - - - - - - - - - - - I GL0 = 39 . 92 CH ( 2634, 71 ' ) ( R ) GL0 = 39 . 92 CH ( 2634. 71 ' ) ( R ) \\ II N8914' 57 " E 2668. 46 ' ( M ) N89 °15 ' 23 " E 2668 . 52 ' ( M ) � /1 __ __ _______ ___ __ 7 ' 5N R6SW _____________ SEC 14 z o NO . DATE : REVISION DESCRIPTION NAME PREPARED BY : PFS SIGNATURE DATE LAND SURVEY PLAT THIS AND ANY OTHER ELECTRONIC MEDIA 31 COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 P R 0 J E C W PREPARED BY ASCENT ROJ T.G IT IS ICS SOLUTIONS.NNEED LLC PART OF THE SOUTH ONE-HALF OF SEC , 34, o FOR A DEFINED PROJECT. IT NOT INTENDED OR DESIGNED WHOLE REPREORED TO N PARBEONUITALE FOR REUSE EXTENSIONS OF THEN LAND SURVEY PLAT TOWNSHIP 6 NORTH, RANGE 63 WEST PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions QC REVIEW Preliminary rt SEC . 2, 3, 11, 10, 14, & 15, TOWNSHIP 5 NORTH, o MODIFICATION, OF ANY UTILIZATION IF NOT A 8620 Wolff Ct APPROVED N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT Westminster, Colorado 80031 CLIENT PROJECT NO . RANGE 63 WEST m EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS LEDMAnc5S0Lu , I ) NS 01 / 10/2024 4 : 06 : 29 PM vl SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE CLIENT SIGNATURE DATE ASCENT PROJECT NO . TRC B230001 UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 - 6TH PRINCIPAL MERIDIAN EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. REVIEW SHEET No. APPROVED SCALE : 1 = 300 WELD COUNTY, COLORADO 8 OF 9 LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SEC I I SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . WELD COUNTY , COLORADO SEC . COR. 10- 11 - 14-15 / 2 5 1\1 J 6 3 W /�/ \ �\ \ EXISTING LEGEND FOUND 30" NO . 6 REBAR , // 3- 1 /4" ALUMINUM CAP I \\\ // GLO = 39 . 92 CH ( 2634. 71 ' ) ( R ) \ ALIQUOT CORNER FOUND OR SET AS DESCRIBED STAMPED "2008 , PLS 28258" GL0 = 39 . 92 CH ( 2634. 71 ) ( R ) \\ II N89 14 57 E 2668 . 46 ' ( M ) / N89 °15 ' 23 " E 2668 . 52 ' ( M ) - - - - - - - - - _ - - - - - - - - - - 4 SET MONUMENT AS DESCRIBED II A EASEMENT AS REFERENCED ON SHEETS 1 -2 \ /1 - - SECTION LINE W \ \\ SEC . COR . 11 - 12- 13- 14 QUARTER SECTION LINE OIL & GAS EQUIPMENT FENCE LIES 28 . 5' WEST Ir 1 /4 COR SEC 11 - 14 \ FOUND 1 - 1 /2" PIPE , GOVERNMENT LOT LINE OF SECTION LINE FOUND 30" NO . 6 REBAR, \ \ 3" ALUMINUM CAP 3- 1 /4" ALUMINUM CAP � STAMPED "LS 4845" PROPOSED LEASE BOUNDARY (SEE NOTE 7) STAMPED "2008 , PLS 28258" � FENCE- 4 STRAND BARBED WIRE 0 300' 600' DIRT OR TWO-TRACK ROAD AS SPECIFIED I II GRAPHIC SCALE : 1 " = 300' ( M ) MEASURED GRAVEL ROAD \ � I ( R) RECORD (SEE NOTE NO . 5) 9 ______ __ I I Well Permit No . Owner Purpose Ii Symbol Legend 319490 Wells Ranch Stock Water Water Well O II N N NE , 4 � o U NI NWI 14 d' N II pcn 0 Oj Z I II C7 at I I II II 11 ' I I Ii I I II II ! I SEC 14 1 /4 COR SEC 14- 13 EC 13 1 /4 COR SEC 15- 14 FOUND 1 - 1 /2" PIPE , FOUND 30" NO . 6 REBAR, I I 3" ALUMINUM CAP 3- 1 /4" ALUMINUM CAP T5N �/� j STAMPED " LS 4845" � � �� ][� �/�IrSTAMPED "2008 , PLS 28258" I _� b63 J/ �/ II FENCE LIES 40 .2' WEST I AREA = 27, 830 , 228 SQ. FT. 638 . 894 ACRES 1 /- OF SECTION LINE ► I I I I / I I i0 SEC 15 II II II T51\1 R6SW I III I II � � i TWO-TRACK ROAD \�\ / � TWO-TRACK ROAD o g OIL & GAS EQUIPMENT - —__� /�\ p \ o St - - N = - = OIL & GAS EQUIPMENT \\ —%� j \\ GRAVEL ROAD / \\ o I�IJ� 47 110 43 // \\ \ /�/ \ \ O 30 PIPELINE ROW o o 63 REC . NO . 377973 /j \\ \ o \\ \ N I / swl /4 NN E1144 Nl\\ - \ \ o \ \ \ I� 20' PIPELINE ROW / / \ / I) �li REC . NO . 3537452 11/ oi — II �I \ J I /1/ I I �I 11 SEC . COR. 15- 14-23-22 J� FOUND 1 - 1 /2" PIPE , III o 3" ALUMINUM CAP 1 /4 COR SEC 14-23 ,III • SEC . COR . 14- 13-24-23 al STAMPED " LS 4845" I FOUND 1 - 1 /2" PIPE , III FOUND 1 - 1 /2" PIPE g FENCE LIES 0 . 8' SOUTH FENCE LIES 0 . 1 ' SOUTH 3" ALUMINUM CAP FENCE LIES 2 . 9' NORTH 3" ALUMINUM CAP M OF SECTION LINE I OF SECTION LINE STAMPED " LS 4845" ' 4 \ OF SECTION LINE STAMPED " LS 4845" N GL0= 39 . 84 CH ( 2629 . 43 ) ( R ) cJ - 39 . 84/o ^ � - - - - - - - - - - - - - - - - , II GL08953' 22CW 2559 . 09 ' (M ) R ) � II S89 36 11 W 2558 . 71 ( M ) � 23 II Ii II___ __ 7 ' 5N R6SW _____________ z o N0 . DATE : REV I S 1 ON DESCRIPTION I PT 1 ON NAME PREPARED BY : PFS SIGNATURE DATE LAND SURVEY PLAT THIS AND ANY OTHER ELECTRONIC MEDIA 31 COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 P R 0 J E C T W OF PREPARED BY ASCENT T. IT IS ICS SOLUTIONS, OR PART OF THE SOUTH ONE-HALF SEC , 34, C FOR A DEFINED PROJECT. IT NOT INTENDED OR DESIGNED REPREWHOLE ORED TO IN PARTTEONUE TENSIONS OF THELE FOR REUSE N LAND SURVEY PLAT ■ ■ TOWNSHIP 6 NORTH, RANGE 63 WEST PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions QC REVIEW Preliminary SEC . 2, 3, 11, 10, 14, & 15, TOWNSHIP 5 NORTH, 0 MODIFICATION, OF ANY UTILIZATION IF NOT A 8620 Wolff Ct APPROVED N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT Westminster, Colorado 80031 CLIENT PROJECT NO . RANGE 63 WEST m EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS LEOMAIICSSOLUJIONS CLIENT S vl SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE IGNATURE DATE ASCENT PROJECT NO . TRC B230001 01 / 10/2024 4 : 06 : 37 PM UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 -REVIEW 6TH PRINCIPAL MERIDIAN EXPOSURE TO ASCENT GEOMATICS SOLUTIONSSHEET NO. . APPROVED SCALE : 1 = 300' WELD COUNTY, COLORADO 9 OF 9 Exhibit C Mine Access Route Kersey Mine_ 112 Reclamation Operation // // // • / CO 392 ( HIGHWAY TO c 1 • dr / / 1 CO 14 / BRIGGSDALE ) f / / \\ \ 410 . 41. i / / S \ F / \ / X / 1 1 ;---Y COUNTY ROAD 67 _______------ >- .------- /f j \ _____.---------- . ll, --rr COUNTY ROAD 68 ( COLLECTOR ROAD ) WELLS RANCH GUARD CO 392 ( HIGHWAY TO SHACK ( NOTE 2 ) GREELEY AREA) t C • n / H u 9 ,- c< /2 & I WELLS RANCH \ \--/ ' CHEVRON . ) K Y PROCESSING , ( >) L _ ____,( l PLANT NoCo SOD �IN -.. // ,)riz- S, 1 P X 77 WELLS RANCH .a/ c , J -±\ -:‘\ - Y , 1 ail I - On i\iH , N PRIVATE ROAD 2 , ck / h/- -'5- 5' \ isi ? . COUNTY WAD 64 /7/K; � r COUNTY ROAD 64 - PRIVATE ROAD / l--Y; ( GRAVEL LOCAL ROAD ) ) .___iCONTROLLED ACCESS ONLY /a C �— I / " a MONTE / 2 �\ PRIVATE 2 VISTA DAIRY \ L RESIDENCE cc C/C . IF Illr,/ \ ( / PERMIT AREA MINE SITE ' ° BOUNDARY ENTRANCE ;:ii () .1 \ Ck\ \ ,1y Ck ( NOTE 1 ) � MINE SITE EXIT ��. ( NOTE 1 ) ( I , , D \ , \ M a ., , o . 1 , / F_ _ c) -L o 0 �� • ■ PROPOSED O Y- ` SAND PLANT w t. gla il II \\ I I` l \S\ OWNER : LEGEND COLORADO SAND COMPANY II , LLC a ACTIVE/ABANDONED GAS WELL i 0 1250' 2500' 5000' O CENTRAL DELIVERY POINT FACILITY PROJECT: STRUCTURE N SCALE : 1 " = 2500' KERSEY MINE GAS WELL ACCESS ROAD TITLE: CO 392 TO MINE PROPOSED I MINE ACCESS ROUTE ROUTE ON EXISTING ROADWAYS NOTES : CO 392 TO MINE PROPOSED 1 . MINE ACCESS SHALL BE DRAWN BY: AR SCALE : PROJ . NO. 535891.0000.0000 ROUTE ON PROPOSED ROADWAYS RESTRICTED BY MEANS OF CHECKED BY: GW FILE NO, A-S MINE ACCESS ROUTE.DWG SECURITY GATE & SIGNAGE . APPROVED BY: DK 1 " = 2500'-0" DIRT/GRAVEL ROAD 2 . PROPERTY ACCESS DATE : JUNE 2024 EXHIBIT A-5 PAVED ROAD RESTRICTED BY WELLS PERMIT AREA BOUNDARY RANCH GUARD SHACK . w 1526 Cole Blvd, Suite 150 TRC Lakewood , CO, 80401 PARCEL BOUNDARY 3 . SEE PROPOSED ROADWAY Phone : ( 303 ) 792 -5555 ON EXHIBIT D - 1 . Fax : 970 .484 . 3250 Exhibit 39 Page 7 EXHIBIT 39-6 STRUCTURE AGREEMENT WITH BONANZA CREEK (CIVITAS ) Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Structure Agreement This letter has been provided to you, Bonanza Creek Energy Operating Company, LLC, as the owner of a structure on or within two hundred (200) feet of a proposed mine site. The State of Colorado, Division of Reclamation, Mining and Safety ("Division") requires that where a mining operation will adversely affect the stability of any significant, valuable, and permanent man-made structure located within two hundred (200) feet of the affected land, the Applicant shall either A. Provide a notarized agreement between the Applicant and the Person(s) having an interest in the structure, that the Applicant is to provide compensation forany damage to the structure; or B. Where such an agreement cannot be reached, the Applicant shall provide an appropriate engineering evaluation that demonstrates that such structure shall not be damaged by activities occurring at the mining operation ; or C. Where such structure is a utility, the Applicant may supply a notarized letter, on utility letterhead, from the owner(s) of the utility that the mining and reclamation activities, as proposed , will have "no negative effect" on their utility. (Construction Materials Rule 6.3. 12 and Rule 6.4. 19 & Hard Rock/Metal Miring Rule 6.3.12 and Rule 6.4.20) . The Colorado Mined Land Reclamation Board ("Board") has determined that this form, if properly executed, represents an agreement that complies with the Construction Materials Rule 6.3. 12(a), Rule 5 .4. 19(a), and C.R.S. §34-32.5-115 (4)(e), and with the Hard Rock/Mining Rule 6. 3. 12(a), Rule 6.4.20(a), and C.R.S §34-32-115(4)(d). This form is for the sole purpose of ensuring compliance with the Rules and Regulations and shall not make the Board or Division a necessary party to any private civil lawsuit to enforce the terms of the agreement or create any enforcement obligations in the Board or the Division. The following structures have been located on, or within, 200 feet of the proposed affected areas: * 8 wells (active or inactive) as described by Exhibit B CERTIFICATION The Applicant, Colorado std Company LLQ, by David Patterson, Co-President, does hereby certify that Bonanza Creek Energy Operating Company, LLC shall be compensated for any damage from the proposed mining operation to the above structure(s) located on, or within, 200 feet of the proposed affected area described within Exhibit A of the Reclamation Permit Application for the Kersey Mine. File Number M - This form has been approved by the Colorado Mined Land Reclamation Board pursuant to its authority under the Colorado Land Reclamation Act for the Extraction of Construction Materials and the Colorado Mined Land Act for Hard Rock, Metal, and Designated Mining Operations. Any alteration of modification to this form shall result in voiding this form. Structure Agreement Page 1 of 3 Kersey Mine_112 Reclamation Operation NOTARY FOR PERMIT APPLICANT ACKNOWLEGED BY: Applicant: Colorado Sand Company LLC Representative Name: Dave Patterson Representative Signature: Date: Ut \ \ 2Sö2L4 Title: Co-President STATE OF \sexecAs ) ss. COUNTY OF \,-Iras \ S ) The foregoing was acknowledged before me this S -1.-1/4day of Aff tl 262 , by 1200S-4(4kLeariM as COe erc Sek 6CV* of Libi d�Gt (� WC, My Commission Expires: ti� / o2 Notary Public Sady Cardenas ' My Commission E�cpt�$ �` 9127/2026 Notary ID 133988901 Structure Agreement Page 2 of 3 Kersey Mine_112 Reclamation Operation `, F ?R STRU CTU RE 0► N ER ACKNO , 7 LEGED BY: Structure Owner: Bonanza Creek Enemy Operating Company, LLC Representative Signature: Print Representative Name: Representative Signature: Print Representative Name: Fle — Date: Apar ) 219 ag Title: isiPt.... singheckices. STATE OF 8Lo EftO ) } ss. COUNTY OF atilligles_ni The foregoing was acknowledged before me this ?Th day of i9 t;_ j 1by - / as VP" ee,id "tp, F-/ of Bonanza Creek Energy Operating Company, LLC. Att(titati.e1 f- My Commission Expires: 3/e1 / z014 Notary Public ROBERT J . BRESNAHAN Notary Public State of Colorado Notary ID # 20104009995 My Commission Expires 03.21 -2025 Structure Agreement Page 3 of 3 Kersey Mine_112 Reclamation Operation hibit A Proposed Mining Location Kersey Mine_I 12 Reclamation Operation . a 3 in t r.te(x) • . e . I:0 03 • If " •r ,.� • ! , 0:i., icr ii . i , ,,,. ....., _ , 0 ,... - ►� .� . i,. „,,,, , , r `rrr• ' . , . . sa.4.. ... . .. oe„,. 111 0 are 01 IP g ta IP- ir bit t fN:Sisif i ea e • Til Nikb N I 4 CO Ilt ` sj r ji f .tSl T re R I('i •r •ti 41 � .. 4 `114. a • ! F � " ' ' 144 Sr f Z • : .., al Illi t lik • • 41 4 .. IT a . Ilia CI cr • 4 O O , 9. . at , C O 4' • illi • ei t f .....-- 4 4i * . to. rift . il4 wit • l St lie II a en at iii• s !ZI , / ( 'it I . . '1 • . • , II • ir * tea- 41. ill til. 0 1 • v a �'- � � f 4 ' . _ • .►.•�� , • r• 4 ' - fi wr II: pi fir - 4! • a • . i s 4 • t ♦ 0 k • . 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'1/2, fig4 i 614 J I 1/ f a z a -- I flI gags rl Z I Eel I I t 1144c 1 •a I I I I — — —+' ' — — (n}, 9L M,�Z,�Y.tON (e) t,ppttie ) tq 0p'0►'�0'M0 H o ,l'.\IiiVI.— — + tea ' N. u 1 t>d) t,00'4tax) ka oa oi-n� 4 3v W U +s s e _ 1 W o� "' 1 h , 11 rw r N 1 N O gy J l a . + II ge § a ' a .A e I t;kgL$e "I. o= w io II /� N iv v Z ^S�gala I u / % l 1 h so r/i � �` w. �' w i �C3 cso a 44 M T a a a1 -- a caws W ^�- �tnpne7'1a�{�(',00eeJir7U uew ass Irforso mer SO a'amp. 0 sane% Exhibit 39 Page 8 EXHIBIT 39-7 SETBACK AGREEMENT WITH BONANZA CREEK (CIVITAS ) Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: 10/22/24 Colorado Sand Company II, LLC 2001 Kirby Drive, Suite 360 Houston, TX 77019 Attention : Mr. Bob Bresnahan 555 17th Street, Suite 3700 Denver, Colorado 80202 970-396-4900 Subject: Setback from Oil & Gas Assets Proposed Kersey Mine near Kersey, CO Dear Mr. Bresnahan, The purpose of this letter (the "Agreement" ) is to set out the terms under which Colorado Sand Company II, LLC ("CSC" ) will construct and operate a frac sand mine (the "Sand Mine" ), with an anticipated production life of approximately 20-years between 2025 and 2045, locatedwithin an anticipated 6. 25 contiguous sections, located approximately 8 miles East-Northeast of Kersey, Colorado in Section 34, T6N, R63W (SW and SE quarters) and Sections 2, 3, 10, 11, 14, and 15 of T5N, R63W of the 6th Prime Meridian, as shown on Exhibit A (the "Lands" ) . It is understood that Civitas Resources, Inc. and its subsidiaries (collectively, "Civitas"), Bonanza Creek Energy Operating Company, LLC ("Bonanza Creek") and Rocky Mountain Infrastructure, LLC ("Rocky : Mountain"), own and operate several oil and gas related assets in the vicinity of the Lands. Civitas and CSC shall be referred to as each, a "Party", and collectively, the "Parties". The assets identified as of the date of this letter include : Rocky Mountain : 0 35" Pipeline Easement (the "Easement") o Section 11, T5N, R63W SE1/4 o Rec. No . 4169979 Bonanza Creek: o Various Oil & Gas Wells (the "Wells") a Section 14, TSN, R63W SE1/4 and SW1/4 The Easement and the Wells, and any other oil and gas assets owned or operated by Civitas on the Lands now or in the future, as well as the lands they are located on, whether or not referenced in this Agreement, shall collectively be referred to as the "Assets". The Assets are within the Sand Mine permit boundary, as depicted by Exhibit B. CSC and Civitas have discussed CSC 's planned mining operation, and the Parties have agreed to the following: • The term of this Agreement ( "Term" ) shall be for a period of twenty (20) years from the Effective Date, as hereinafter defined , and for so long thereafter as the Sand Mine is producing and in use. This Agreement may be terminated earlier upon agreement of the Parties, or by Civitas upon CSC's continued breach of this Agreement after providing thirty (30) days' notice and opportunity to cure said breach . • CSC agrees to ensure that the Sand Mine will be located at a minimum of 150 feet from any actively used wells or facilities, including but not limited to the Wells and any associated facilities, and 50 feet from any actively used flowlines or midstream infrastructure used by Civitas, including but not limited to the Easement, for the duration of the Term or until Civitas notifies CSC that the relevant Asset is no longer in use . In the event that CSC mines areas around Civitas plugged and abandoned wells (the "P&A Wells" ) such that any P&A Well is exposed, CSC will request Civitas to cut off a new segment of casing to be flush with the mined surface grade not exceeding a 20- foot segment. CSC agrees to ensure ingress and egress for these operations and pay Civitas for all associated costs, including, but not limited to, costs required to re-enter the P &A Well for new plug and abandonment compliance, access road construction, workover rig, and workover rig pad construction (if needed) . • The existing unnamed gravel roads on Wells Ranch property leading to active oil and gas assets, as shown on Exhibit B, will be kept in its current location for the duration of the Term . • CSC agrees to ensure no mining will commence within the Operations Corridor, shown in Exhibit B, without fully executed Compatible Development and Surface Use Agreements (collectively, the "SUA" ) between CSC and Civitas. • CSC promises and warrants that CSC shall not knowingly or negligently take or permit to be taken any actions that would result in Civitas or the Assets being in violation of any laws, nor will CSC omit to take any action necessary to be taken to prevent Civitas and the Assets from becoming in violation of any laws . The Parties agree that if there is a change to either Civitas or CSC's plans with respect to their Assets or mining plans, respectively, on the Lands, that the Parties will inform each other of the change and work in good faith to develop a plan that allows both parties to continue their respective business operations to their maximum benefit. Herein expressed, this Agreement is wholly separate from the SUA, which, if necessary, shall be fully executed at a later date . L 1 THIS AGREEMENT AND ANY AMENDMENTS SHALL BE GOVERNED BY AND CONSTRUED IN ACCORDANCE WITH THE LAWS OF THE STATE OF COLORADO, WITHOUT REGARD TO PRINCIPLES OF CONFLICTS OF LAW THAT MIGHT OTHERWISE BE APPLICABLE. This Agreement shall be binding upon and inure to the benefit of, CSC and Civitas and their respective heirs, successors, legal representatives and permitted assigns , This Agreement is made effective as of the 22nd day of October, 2025 (the "Effective Date" ) . Civitas Resources, Inc. Signed : Ceei." r Printed Name: I�tAstett et; Itr& cee Letvtai Title : Colorado Sand Company H, LLC • Signed : BCLA E EC • Printed Name: C. I tot. CA Le Title : • Attachments. Exhibit A: Proposed Mining Location Exhibit B: Civitas Structures and Easements { Exhibit A Proposed Mining Location 3 PROPOSED MINING LOCATION AM 4 U . 4 1 a i 64 U 1 ',Dib 1 004 , 7, --a-._ . -,,,, w- -- a A. v to it. . ' alid 1.N1 lid fl! : •� 1 t I etait ilir • ;`i- a. wA ' Illat 7 ri- of j '` 0 i 4.w- i IP 4 rFi• Xt .., 4 . - at _ - Y4 i et, _ ar _, iiii. i , ii_ N I ea . I I Ort%ir; I lI i Gh it _ , ., IFri 1i , CO • IP .. Are r • to "1 - r- 4 - pip'a • 40 • • IP * _irk i • • a �� at 'tag %kaki 10 I ,� P R • a • LocaTioN . 4 It is ill 1. . __, . tit t - list id . ar to It fir It 14 01 Sat I • _ « D al III la 'a. _ i ? -• Ili! 4111. Ir S .�. ,i ' T s r It 4 il _ a ..... • wilithr •• it 40 • Ira Ifr II Li ...... illitami Its "itilifilliar 4 it • a a ` *Sh a - la 1 Y • fib 0 IL ii- II i iii J • * - a Ty i; i M t ', 411 serif a lir • 4 Ike allillic*PIL it as ,IIll • - - • Ask& tot ik • la i NI I. a II a At i lib i III L_ i ,.... Ski._ et 3 7;1 a I. ik iliMil WIII- It • IN r t 4,,-- via A. obi . API" • ti vs . 1 so liP ISA41 I it • _ IL it_ , IP it iir s _ i ... I le Ile • S NI 'le . 4,6 mill r Kersey , _ a ti I II z.-- -ii" la ne- 41/4„...1h1/4 sa it it. vIT Ale L._ • a • yl II , "Oa it i i h . _ tirs. illeA pad ir Arrilli c. J. Ilk impir ill. es 4 r kir t - 6,1 li ,� E .-,ii. t v. I. ILI t s Exhibit B Caritas Structures & Easements PROPERTY DESCRIPTION : WELLS RANCH LLLP , A COLORADO LIMITED LIABILITY LIMITED PARTNERSHIP WHICH ACQUIRED TITLE AS LAND SURVEY PLAT WELLS RANCH , A COLORADO GENERAL PARTNERSHIP THE SOUTH HALF OF SECTION 34 , TOWNSHIP 6 NORTH , PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . RANGE 63 WEST OF THE 6TH P . M . ; SECTION 2 ; SECTION 3 ; SECTION 5 ; E 1 /2 OF SECTION 10 ; SECTION 11 ; is 20 2 2.2 73 24 19 20 21 UU SECTION 14 ; SECTION 15 ; TOWNSHIP 5 NORTH , RANGE 63 WEST , OF THE 6TH P . M . , AND WELLS RANCH LLLP , A SECTIONS 2 , 3 , 1 1 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . COLORADO LIMITED LIABILITY LIMITED PARTNERSHIP WHICH ACQUIRED TITLE AS WELLS RANCH , A COLORADO GENERAL PARTNERSHIP AND WELLS RANCH LLLP , A COLORADO LIMITED LIABILITY LIMITED PARTNERSHIP AND WELD COUNTY , COLORADO VEDA D . SCHAFER AND DARLA HILLMAN AND DEBRA MCLAWCHLIN AND RICHARD DENNIS KRAUSE AND CAROL 34 29 29 27 26 25 30 29' 28 27 LOUISE BRANDT AND RAYE ANN YAPP AND RAYMOND C . DRASBEK AND BUILDING FUND OF THE PORTLAND ELKS LODGE , B . P . O . E . NO . 142 AND JOHN LEMONDS AND BRANDI FLORES BRENTARI AND JOHN F . PREBISH AND _ _ _ - GERRY BRENTARI AND ROYCE E . DUNDAS AS TO THE W 1 /2 OF SECTION 10 , TOWNSHIP 5 NORTH , RANGE 63 SITE WEST, OF THE 6TH P . M AS THEIR INTERESTS MAY APPEAR . 31 32 33 3 t 32 3j. 34. SCHEDULE B2 EXCEPTIONS : SEC 34 1i6 04 01 06 05 04 03 THIS PROPERTY MAY BE SUBJECT TO THE TERMS , PROVISIONS , COVENANTS , CONDITIONS , T6N, R63W RESTRICTIONS , OBLIGATIONS AND RESERVATIONS CONTAINED IN THE FOLLOWING RECORDED (SHEET 3 ) INSTRUMENTS . ASCENT GEOMATICS SOLUTIONS RELIED UPON TITLE COMMITMENTS , AS LISTED BELOW , PREPARED BY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY FOR BOUNDARY AND EASEMENT SHEET INDEX : 07 a's 09 12 'Cl RB 09 10 INFORMATION . I I 1 . COVER PAGE - CERTIFICATES - SCHEDULE B-2 EXCEPTIONS 2 . SCHEDULE B-2 EXCEPTIONS STATE OF COLORADO BY AND THROUGH ITS STATE LAND DEPARTMENT, PER COMMITMENT FILE NO . 51/2 51 /2 3 . SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST FCC25208396-2 ; SEC 34 4 . SECTION 3 , TOWNSHIP 5 NORTH , RANGE 63 WEST iS 17 16 i i i 1615 T6N _ _ _ _ 5 . SECTION 10 , TOWNSHIP 5 NORTH , RANGE 63 WEST 1 . ANY FACTS, RIGHTS, INTERESTS, OR CLAIMS THEREOF , NOT SHOWN BY THE PUBLIC RECORDS BUT THAT COULD BE T5N 6 . SECTION 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST ASCERTAINED BY AN INSPECTION OF THE LAND OR THAT MAY BE ASSERTED BY PERSONS IN POSSESSION OF THE LAND . 7 . SECTION 2 , TOWNSHIP 5 NORTH , RANGE 63 WEST Fp aa�� 2y ry Y LAY' L. in 7 fl 21 22 2 . EASEMENTS, LIENS OR ENCUMBRANCES, OR CLAIMS THEREOF, NOT SHOWN BY THE PUBLIC RECORDS . I 8 . SECTION 11 , TOWNSHIP 5 NORTH , RANGE 63 WEST - - - - - 9 . SECTION 14 , TOWNSHIP 5 NORTH , RANGE 63 WEST SOUTH PLATTE _ 3. ANY ENCROACHMENT, ENCUMBRANCE, VIOLATION , VARIATION , OR ADVERSE CIRCUMSTANCE AFFECTING THE TITLE THAT j WOULD BE DISCLOSED BY AN ACCURATE AND COMPLETE LAND SURVEY OF THE LAND AND NOT SHOWN BY THE PUBLIC RECORDS . RIVER ER 4. ANY LIEN , OR RIGHT TO A LIEN , FOR SERVICES, LABOR OR MATERIAL HERETOFORE OR HEREAFTER FURNISHED, IMPOSED PROPOSED LEASE SEC 3 SEC 2 2. 28 27 BY LAW AND NOT SHOWN BY THE PUBLIC RECORDS . BOUNDARY T5N. R6 3 W T 5N, R6 SW 1 � g i 5. DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS , IF ANY, CREATED, FIRST APPEARING IN THE (SHEET 4 ) (SH ryEET / ) 1 32 33 14 35 36 3fl 3 3 ,1 PUBLIC RECORDS OR ATTACHING SUBSEQUENT TO THE EFFECTIVE DATE HEREOF BUT PRIOR TO THE DATE OF THE PROPOSED INSURED ACQUIRES OF RECORD FOR VALUE THE ESTATE OR INTEREST OR MORTGAGE THEREON COVERED BY THIS COMMITMENT . I 6. (A) TAXES OR ASSESSMENTS THAT ARE NOT SHOWN AS EXISTING LIENS BY THE RECORDS OF ANY TAXING AUTHORITY AREA TABLE : THAT LEVIES TAXES OR ASSESSMENTS ON REAL PROPERTY OR BY THE PUBLIC RECORDS ; ( B) PROCEEDINGS BY A PUBLIC AGENCY THAT MAY RESULT IN TAXES OR ASSESSMENTS , OR NOTICES OF SUCH PROCEEDINGS, WHETHER OR NOT SHOWN BY THE RECORDS _ _ _ _ _ SECTION AREA (ACRES) M/L VICINITY MAP OF SUCH AGENCY OR BY THE PUBLIC RECORDS . NOT TO SCALE T6N- R63W- PART OF 34 160.44 7 . (A) UNPATENTED MINING CLAIMS ; ( B) RESERVATIONS OR EXCEPTIONS IN PATENTS OR IN ACTS AUTHORIZING THE T5N- R63W-3 639 . 51 ISSUANCE THEREOF ; (C) WATER RIGHTS, CLAIMS OR TITLE TO WATER. T5N- R63W- 10 643 .35 8. EXISTING LEASES AND TENANCIES, IF ANY . T5N- R63W- 15 632 .45 SEC 10 SEC 11 GENERAL NOTES : 9. RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND TOWNSHIP LINES, AS ESTABLISHED BY THE T5N - R63W-2 638.95 BOARD OF COUNTY COMMISSIONERS FOR WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273 . (VACATED PER T5N, R63W T5N, R63W T5N - R63W- 11 643 .96 1 . BASIS OF BEARINGS : BEARINGS ARE ASSUMED AND BASED UPON THE BEARING OF N04° 39'27"W WELD COUNTYDOCUMENTREC. NO. 3441938, DOES NOTAFFECT) ( SHEET 5 ) ( SHEET 8 ) T5N- R63W- 14 638.89 BETWEEN THE SOUTHWEST CORNER OF SECTION 15 , T5N R63W, MONUMENTED BY A 1 - 1 /2" PIPE 10 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN AND 3" ALUMINUM CAP STAMPED " LS 4845" AND THE WEST 1 /4 CORNER OF SAID SECTION 15 , OVERALLAGREAGE 3997.56 MONUMENTED BY A 1 - 1 /2" STEEL PIPE AND 3" ALUMINUM CAP STAMPED " LS 7242" AS SHOWN ON UNITED STATES PATENT RECORDED FEBRUARY 25, 1913 IN BOOK 370 AT PAGE 454 . (DOES NOT AFFECT) SHEET 6 , HEREON . BEARINGS SHOWN ARE BASED ON COLORADO STATE PLANE NORTH 11 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN COORDINATES ( NAD83) . UNITED STATES PATENT RECORDED AUGUST 08, 1917 IN BOOK 461 AT PAGE 306 . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT.) _ _ 2 . UNIT OF MEASUREMENT: THE UNIT OF MEASUREMENT USED IN THIS SURVEY IS U . S . SURVEY FEET. 12 . RESERVATION OF ALL COAL AND THE RIGHT TO PROSPECT IN DEED RECORDED AUGUST 08, 1917 IN BOOK 461 AT PAGE PURSUANT TO C . R . C . 38-52 . 103(2 ) METRIC CONVERSION IS : ONE METER EQUALS 3937/ 1200 FEET . 306 . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT.) I DISTANCES ARE REPORTED AT GROUND . TO OBTAIN GRID DISTANCES MULTIPLY BY 0 .99974226 . 13 . OIL AND GAS LEASE RECORDED APRIL 22 , 1980 UNDER RECEPTION NO . 1822997 AND ANY AND ALL ASSIGNMENTS THEREOF , I 3 . STATUTE OF LIMITATIONS : NOTICE : ACCORDING TO COLORADO STATE LAW YOU MUST OR INTEREST THEREIN . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT.) I t COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS 14 . OIL AND GAS LEASE RECORDED APRIL 22 , 1980 UNDER RECEPTION NO . 1822999 AND ANY AND ALL ASSIGNMENTS THEREOF , SEC 15 P SEC 14 AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY OR INTEREST THEREIN . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT.) T5N, R63W T5N, R63W DEFECT IN THIS SURVEY BE COMMENCED MORE THAN 10 YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON . 15 . OIL AND GAS LEASE RECORDED MARCH 30, 1988 UNDER RECEPTION NO . 02136098 AND ANY AND ALL ASSIGNMENTS ( SHEET 6 ) (SHEET 9 ) THEREOF, OR INTEREST THEREIN . (AFFECTS SECTION 34, BLANKET IN NATURE, INSUFFICIENT INFORMATION TO PLOT.) 4 . TITLE COMMITMENT NOTE : THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY ASCENT ATERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE t GEOMATICS SOLUTIONS TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD . FOR ALL INFORMATION REGARDING EASEMENT, RIGHT-OF-WAYS , AND TITLE OF RECORD ASCENT RIGHT-OF-WAY GRANT RECORDED JANUARY 18, 1990 UNDER RECEPTION NO . 02203049. (PLOTTED, SHOWN HEREON) � 0 2000' 4000' GEOMATICS SOLUTIONS RELIED UPON INFORMATION PROVIDED BY OLD REPUBLIC NATIONAL ATERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE I TITLE INSURANCE COMPANY , RESEARCH FOR EASEMENTS , RIGHT-OF-WAYS , AND TITLE OF RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077377 . (PLOTTED, SHOWN GRAPHIC SCALE : 1 " = 2000' RECORD SHOULD BE DONE BEFORE ANY IMPROVEMENTS ARE PLANNED FOR THIS SITE . HEREON) 18 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE 5 . RECORD DISTANCES ARE SHOWN FROM GLO NOTES OF TOWNSHIP 6 NORTH , RANGE 63 WEST , RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077384 . (PLOTTED, SHOWN AND TOWNSHIP 5 NORTH , RANGE 63 WEST, 6TH PRICIPAL MERIDIAN , DATED OCTOBER 20 , 1870 HEREON) AND DECEMBER 20 , 1869 , RESPECTIVELY. 19 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE 6 . DATE OF SURVEY: THE FIELD WORK FOR THE SURVEY WAS COMPLETED ON DECEMBER 11 , 2023 . RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE RECORDED FEBRUARY 14, 2005 UNDER RECEPTION NO . 3260959 . (PLOTTED, 28 . RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND 41 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET 49. EXISTING LEASES AND TENANCIES, IF ANY. SHOWN HEREON) TOWNSHIP LINES , AS ESTABLISHED BY THE BOARD OF COUNTY COMMISSIONERS FOR FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273 . RESOLUTION RECORDED FEBRUARY 14, 2005 UNDER RECEPTION NO . 3260959 . (PLOTTED, SHOWN 50. RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND 7 . PROPOSED LEASE BOUNDARY AND SITE ENTRANCE PROVIDED BY CLIENT, DOCUMENTATION FOR 20. TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE VACATING PORTIONS OF WELD COUNTY ROADS RECORDED DECEMBER 14, 2006 UNDER HEREON) TOWNSHIP LINES , AS ESTABLISHED BY THE BOARD OF COUNTY COMMISSIONERS FOR THIS NOT COVERED IN TITLE . RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE RECORDED MARCH 29, 2006 UNDER RECEPTION NO . 3374183 . (DOES NOT RECEPTION NO . 3441938. (AFFECTS SECTIONS 2, 3, 10, 11, 14, AND 15. BLANKET IN NATURE. WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273 . (VACATED PER DID NOT PLOT.) 42 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET WELD COUNTY DOCUMENT REC. NO. 3441938, DOES NOT AFFECT) AFFECT) FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE 29 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE RECORDED MARCH 29, 2006 UNDER RECEPTION NO . 3374183. (DOES NOT AFFECT) 51 . UNION PACIFIC RAILROAD COMPANY RESERVATIONS OF ALL OIL, COAL AND OTHER 21 . TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF AGREEMENT UNITED STATES, AS RESERVED IN UNITED STATES PATENT RECORDED DECEMBER 19, 1913 MINERALS; THE RIGHT TO PROSPECT AND MINE ; THE RIGHT OF INGESS , EGRESS AND RECORDED APRIL 03, 2007 UNDER RECEPTION NO . 3466104 AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 AND IN BOOK 385 AT PAGE 542 . (AFFECTS SECTION 2. BLANKET IN NATURE. DID NOT PLOT.) 43 . MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . REGRESS ; THE RIGHT TO MAINTAIN AND OPERATE ITS RAILROADS IN ITS PRESENT FORM SURVEYORS STATEMENT : AMENDED DECEMBER 14, 2015 UNDER RECEPTION NO . 4165104 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT PLOT.) OF CONSTRUCTION AND TO MAKE ANY CHANGE IN THE FORM OF CONSTRUCTION OR I , BRANDON A. MOSER , A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO DO PLOT.) 30. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE METHOD OF OPERATION OF SAID RAILROAD; AS STATED IN WARRANTY DEED RECORDED HEREBY STATE THAT THE SURVEY (AS DEFINED IN 12-25-202(6)(A) , C . R .S ) AND THIS RESULTING PLAT WAS UNITED STATES, AS RESERVED IN UNITED STATES PATENT RECORDED JANUARY 19, 1915 44 . TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN APRIL 7, 1916 IN BOOK 445 AT PAGE 24 . (AFFECTS SECTIONS 3, 11, AND 15. BLANKET IN MADE UNDER MY RESPONSIBLE CHARGE AND IS IN ACCORDANCE WITH APPLICABLE STANDARDS OF 22 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED AUGUST 15, 2007 IN BOOK 396 AT PAGE 472 . (AFFECTS SECTION 2. BLANKET IN NATURE. DID NOT PLOT.) MEMORANDUM OF AGREEMENT RECORDED APRIL 03, 2007 UNDER RECEPTION NO . 3466104 NATURE. DID NOT PLOT.) UNDER RECEPTION NO . 3497279. (AFFECTS SECTION 34, T6N, R63WAND SECTIONS 2, 3, 10, 11, 14, T5N, R63W. BLANKET IN NATURE. AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 AND AMENDED PRACTICE AND THAT THE MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THAT THIS PLAT AND THE 31 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE DECEMBER 14, 2015 UNDER RECEPTION NO . 4165104. (AFFECTS ALL SUBJECT SECTIONS. 52 . TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET NOTES SHOWN HEREON ACCURATELY REPRESENTS SAID SURVEY TO THE BEST OF MY KNOWLEDGE , DID NOT PLOT.) UNITED STATES, AS RESERVED IN UNITED STATES PATENT RECORDED OCTOBER 31 , 1921 BLANKET IN NATURE. DID NOT PLOT.) FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT RECORDED JANUARY 18, 1990 IN BOOK 595 AT PAGE 400. (AFFECTS SECTION 2. BLANKET IN NATURE. DID NOT PLOT.) UNDER RECEPTION NO . 02203049. (PLOTTED, SHOWN HEREON) INFORMATION AND BELIEF . THIS STATEMENT IS NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED 23. MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. 45 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY OR IMPLIED . BLANKET IN NATURE. DID NOT PLOT) 32 . TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN INSTRUMENT RECORDED AUGUST 15, 2007 UNDER RECEPTION NO . 3497279 . (AFFECTS 53. REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY RESOLUTION RECORDED SEPTEMBER 28, 1931 UNDER RECEPTION NO . 630211 . (AFFECTS SECTION 34, T6N, R63WAND SECTIONS 2, 3, 10, 11 , 14, T5N, R63W. BLANKET IN NATURE. DID INSTRUMENT RECORDED MAY 28, 2002 UNDER RECEPTION NO . 2955126 . (AFFECTS 24. TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF SURFACE DAMAGE TOWNSHIP 5 NORTH, RANGE 63 WEST. BLANKET IN NATURE. DID NOT PLOT.) OT PLOT.) SECTION 3. BLANKET IN NATURE. DID NOT PLOT.) AND RELEASE AGREEMENT RECORDED JULY 20, 2011 UNDER RECEPTION NO . 3781009 . (AFFECTS SECTION 34. BLANKET IN NATURE. DID NOT PLOT) 33. OIL AND GAS LEASE RECORDED APRIL 22 , 1980 UNDER RECEPTION NO . 1822997 AND 46 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET 54. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN . (AFFECTS SECTION 34, FORTH AND GRANTED IN RIGHT OF WAY AND EASEMENT RECORDED AUGUST 21 , 2008 FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT RECORDED DECEMBER 19, 2002 INSUFFICIENT INFORMATION TO PLOT.) U DER RECEPTION NO . 3573700 . (PLOTTED, SHOWN HEREON) UNDER RECEPTION NO . 3016421 . (PLOTTED, SHOWN HEREON) 25. TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE RECORDED OCTOBER 11 , 2011 UNDER RECEPTION NO . 3797974 . (PLOTTED, 34. OIL AND GAS LEASE RECORDED APRIL 22 , 1980 UNDER RECEPTION NO . 1822999 AND 47 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET o SHOWN HEREON) ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN . (AFFECTS SECTION 34, FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT RECORDED MAY 09, 2016 UNDER 55. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET INSUFFICIENT INFORMATION TO PLOT.) RECEPTION NO . 4201578. (PLOTTED, SHOWN HEREON) FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE 0 26. TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077377. (PLOTTED, SHOWN HEREON) 9 RIGHT-OF-WAY GRANT RECORDED SEPTEMBER 30, 2015 UNDER RECEPTION NO . 4146283 . NOTE : THE FOLLOWING NOTICES 35. OIL AND GAS LEASE RECORDED MARCH 30, 1988 UNDER RECEPTION NO . 02136095 48 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET 3 PURSUANT TO CRS 9-1 .5-103 CONCERNING UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK AND RECORDER. THESE AND ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN . (AFFECTS SECTION 2, FORTH AND GRANTED IN GRANT OF RIGHT-OF-WAY RECORDED FEBRUARY 19, 2020 UNDER 56. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET N STATEMENTS ARE GENERAL AND DO NOT NECESSARILY GIVE NOTICE OF UNDERGROUND FACILITIES WITHIN THE SUBJECT INSUFFICIENT INFORMATION TO PLOT.) RECEPTION NO . 4567442 AND AMENDED JUNE 11 , 2020 UNDER RECEPTION NO . 4598079. FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE I NOTE : THE FOLLOWING NOTICES PURSUANT TO CRS 9-1 .5-103 CONCERNING RECORDED JUNE 25, 2003 UNDER RECEPTION NO . 3077384. (PLOTTED, SHOWN HEREON) PROPERTY : (A) MOUNTAIN BELL TELEPHONE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705. (B ) WESTERN 36. OIL AND GAS LEASE RECORDED DECEMBER 05, 1991 UNDER RECEPTION NO . UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK AND RECORDER. THESE SLOPE GAS COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . 1919757 . (C) ASSOCIATED NATURAL GAS, INC . RECORDED w02271240 AND ANY AND ALL ASSIGNMENTS THEREOF , OR INTEREST THEREIN . (AFFECTS STATEMENTS ARE GENERAL AND DO NOT NECESSARILY GIVE NOTICE OF UNDERGROUND A TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED OCTOBER 1 , 1984 AT RECEPTION NO . 1983584 AND RECORDED MARCH 3, SECTION 2, INSUFFICIENT INFORMATION TO PLOT.) FACILITIES WITHIN THE SUBJECT PROPERTY : (A) MOUNTAIN BELL TELEPHONE COMPANY, FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE al 1988 AT RECEPTION NO . 2132709 AND RECORDED APRIL 10, 1989 AT RECEPTION NO . 2175917 . (D) PANHANDLE EASTERN PIPE LINE RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705 . (B) WESTERN SLOPE GAS RECORDED FEBRUARY 14, 2005 UNDER RECEPTION NO . 3260959. (PLOTTED, SHOWN COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870756 AND RECORDED JUNE 26, 1986 AT RECEPTION NO . 2058722 . (E) 37. OIL AND GAS LEASE RECORDED OCTOBER 15, 2002 UNDER RECEPTION NO . COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . 1919757. (C) ASSOCIATED HEREON.) COLORADO INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784. (F ) UNION RURAL ELECTRIC 2996355 AND ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN . (AFFECTS NATURAL GAS, INC . , RECORDED JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION NO . 1871004. (G ) WESTERN GAS SUPPLY COMPANY, RECORDED SECTION 2. INSUFFICIENT INFORMATION TO PLOT.) OCTOBER 1 , 1984 AT RECEPTION NO . 1983584 AND RECORDED MARCH 3, 1988 AT EXCEPTIONS CONTINUED ON SHEET 2 a APRIL 2 , 1985 AT RECEPTION NO . 2004300 . ( H ) PUBLIC SERVICE COMPANY OF COLORADO, RECORDED NOVEMBER 9, 1981 AT RECEPTION NO . 2132709 AND RECORDED APRIL 10, 1989 AT RECEPTION NO . 2175917 . (D ) RECEPTION NO . 1874084 . ( I ) ST. VRAIN SANITATION DISTRICT, RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975. (J ) LEFT 38. OIL AND GAS LEASE RECORDED OCTOBER 17, 2002 UNDER RECEPTION NO . PANHANDLE EASTERN PIPE LINE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION o HAND WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977 . ( K) UNITED POWER, INC . , RECORDED JANUARY 24, 2996981 AND ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN . (AFFECTS NO . 1870756 AND RECORDED JUNE 26, 1986 AT RECEPTION NO . 2058722 . (E ) COLORADO M SECTION 2, INSUFFICIENT INFORMATION TO PLOT.) INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784. (F ) ml 1991 AT RECEPTION NO . 2239296 . ( L) WIGGINS TELEPHONE ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . UNION RURAL ELECTRIC ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION V ( ITEMS 8 THROUGH 26 AFFECT SECTION 34) . (PLOTTED, SHOWN HEREON.) 39. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS NO . 1871004 . (G ) WESTERN GAS SUPPLY COMPANY, RECORDED APRIL 2 , 1985 AT ET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE RECEPTION NO . 2004300. (H ) PUBLIC SERVICE COMPANY OF COLORADO , RECORDED 27. EXISTING LEASES AND TENANCIES, IF ANY . SITE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077384. (PLOTTED, SHOWN NOVEMBER 9, 1981 AT RECEPTION NO . 1874084. ( I ) ST . VRAIN SANITATION DISTRICT, HEREON) RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975 . (J ) LEFT HAND WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977. (K) UNITED POWER, 40. OIL AND GAS LEASE RECORDED MARCH 16, 2004 UNDER RECEPTION NO . 3162341 AND INC . , RECORDED JANUARY 24, 1991 AT RECEPTION NO . 2239296 . (L) WIGGINS TELEPHONE ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN . (AFFECTS SECTION 2, ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . (PLOTTED, o INSUFFICIENT INFORMATION TO PLOT.) SHOWN HEREON) 0 a z Y N0 . DATE : REVISION DESCRIPTION NAME PFS SIGNATURE DATE oPREPARED BY : THIS O AND ANY OTHER MN IA PROJECT Vv' COLORADO SAND COMPANY 31 COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 PREPARED BY ASCENT GEOMATICS SOLUTIONS. LLC EXISTING CONDITIONS o FOR A DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED j REPRESENTED TO BE SUITABLE FOR REUSE IN LAND SURVEY PLAT WHOLE OR IN PART ON EXTENSIONS OF THE QC REVIEW 0 PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions 0 o MODIFICATION, OF ANY UTILIZATION IF NOT A 8620 WolffCt APPROVED CLIENT PROJECT NO . N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT Westminster, Colorado 80031 m EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS GEDMATICS SOLUTI INS I SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE CLIENT SIGNATURE DATE V ASCENT PROJECT NO . B23 .TRC . 0001 UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : AS-SHOWN SHEET NO. APPROVED 1 OF 9 LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . WELD COUNTY , COLORADO 94. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES 130 . OIL AND GAS LEASE RECORDED APRIL 22, 1980 UNDER RECEPTION NO . 1822997 AND ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST 58 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED AUGUST 15, 2007 UNDER PATENT RECORDED MARCH 07, 1921 IN BOOK 595 AT PAGE 284 . (AFFECTS SECTION 10. BLANKET IN NATURE. DID NOT PLOT) THEREIN . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT) RECEPTION NO . 3497279 . (AFFECTS SECTION 34, T6N, R63WAND SECTIONS 2, 3, IQ 11, 14, T5N, R63W. BLANKET IN NATURE. DID NOT PLOT) 95. OIL AND GAS LEASE RECORDED APRIL 22 , 1980 UNDER RECEPTION NO . 1822999 AND ANY AND ALL ASSIGNMENTS THEREOF , OR INTEREST 131 . OIL AND GAS LEASE RECORDED APRIL 22, 1980 UNDER RECEPTION NO . 1822999 AND ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST 59 . MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. THEREIN . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT.) THEREIN . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT) DID NOT PLOT) 96. OIL AND GAS LEASE RECORDED APRIL 22 , 1980 UNDER RECEPTION NO . 1822997 AND ANY AND ALL ASSIGNMENTS THEREOF , OR INTEREST 132 . OIL AND GAS LEASE RECORDED MARCH 30, 1988 UNDER RECEPTION NO . 02136097 AND ANY AND ALL ASSIGNMENTS THEREOF , OR 60 . TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS ASSET FORTH IN MEMORANDUM OF AGREEMENT RECORDED APRIL 03, THEREIN . (AFFECTS SECTION 34, INSUFFICIENT INFORMATION TO PLOT.) INTEREST THEREIN . (AFFECTS SECTION 14, INSUFFICIENT INFORMATION TO PLOT) 2007 UNDER RECEPTION NO . 3466104 AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 AND AMENDED DECEMBER 14, 2015 INT ER RECEPTION NO . 4165104. (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT PLOT ) 97. OIL AND GAS LEASE RECORDED MARCH 30, 1988 UNDER RECEPTION NO . 02136096 AND ANY AND ALL ASSIGNMENTS THEREOF, OR 133 . OIL AND GAS LEASE RECORDED DECEMBER 05, 1991 UNDER RECEPTION NO . 02271237 AND ANY AND ALL ASSIGNMENTS THEREOF , OR INTEREST THEREIN . (AFFECTS SECTION 10, INSUFFICIENT INFORMATION TO PLOT.) INTEREST THEREIN . (AFFECTS SECTION 14, INSUFFICIENT INFORMATION TO CLOT ) TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY NT WITH RECEIVER/VALVE SITE RECORDED NOVEMBER 07, 2007 UNDER RECEPTION NO . 3515967 . (PLOTTED, SHOWN HEREON) tNT TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 134 . OIL AND GAS LEASE RECORDED DECEMBER 01 , 2003 UNDER RECEPTION NO . 3130700 AND ANY AND ALL ASSIGNMENTS THEREOF, OR NT RECORDED FEBRUARY 12 , 2002 UNDER RECEPTION NO . 2924436. (PLOTTED, SHOWN HEREON) INTEREST THEREIN . (AFFECTS SECTION 14, BLANKET IN NATURE. DID NOT PLOT.) TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY NT RECORDED SEPTEMBER 30, 2015 UNDER RECEPTION NO . 4146283 . (PLOTTED, SHOWN HEREON) TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 135 . TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY WITH RECEIVER/VALVE SITE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077384. (PLOTTED, SHOWN HEREON) GRANT WITH RECEIVER/VALVE SITE RECORDED MARCH 29, 2006 UNDER RECEPTION NO . 3374183 . (DOES NOTAFFECT) TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY NT RECORDED MAY 09, 2016 UNDER RECEPTION NO . 4201578 . (PLOTTED, SHOWN HEREON) aT TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 136 . TERMS , CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN LONG-TERM ROAD MAINTENANCE AND IMPROVEMENTS RECORDED AUGUST 26, 2002 UNDER RECEPTION NO . 2981170. (PLOTTED, SHOWN HEREON) AGREEMENT RECORDED NOVEMBER 30, 2006 UNDER RECEPTION NO . 3438390 . (AFFECTS SECTIONS 14 AND 5, INSUFFICIENT INFORMATION TO TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY PLOT) RECORDED MAY 09, 2016 UNDER RECEPTION NO . 4201585 . NOTE : THE FOLLOWING NOTICES PURSUANT TO CRS 9-1 . 5- 103 CONCERNING 101 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK AND RECORDER . THESE STATEMENTS ARE GENERAL AND DO NOT T RECORDED OCTOBER 22 , 2003 UNDER RECEPTION NO . 3119402 . (PLOTTED, SHOWN HEREON) 137 . TERMS , CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF AGREEMENT RECORDED APRIL 03, NECESSARILY GIVE NOTICE OF UNDERGROUND FACILITIES WITHIN THE SUBJECT PROPERTY: (A) MOUNTAIN BELL TELEPHONE COMPANY, 2007 UNDER RECEPTION NO . 3466104 AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 AND AMENDED DECEMBER 14, 2015 RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705. (B ) WESTERN SLOPE GAS COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . 102 . MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. UNDER RECEPTION NO . 4165104 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT PLOT.) 1919757 . (C) ASSOCIATED NATURAL GAS, INC . , RECORDED JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED OCTOBER 1 , 1984 AT DID NOT PLOT.) RECEPTION NO . 1983584 AND RECORDED MARCH 3, 1988 AT RECEPTION NO . 2132709 AND RECORDED APRIL 10, 1989 AT RECEPTION NO . 138 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED AUGUST 15, 2007 UNDER 2175917 . (D ) PANHANDLE EASTERN PIPE LINE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870756 AND RECORDED JUNE 26, 103 . OIL AND GAS LEASE RECORDED MARCH 11 , 2008 UNDER RECEPTION NO . 3540871 AND ANY AND ALL ASSIGNMENTS THEREOF , OR RECEPTION NO . 3497279 . (AFFECTS SECTION 34, T6N, R63WAND SECTIONS 2, 3, 10, 11, 14, T5N, R63W. BLANKET IN NATURE. DID NOT PLOT.) 1986 AT RECEPTION NO . 2058722 . ( E) COLORADO INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784. (F ) I TEREST THEREIN . (AFFECTS SECTION 10.) UNION RURAL ELECTRIC ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION NO . 1871004. (G ) WESTERN GAS SUPPLY COMPANY, 139 . THE EFFECT OF USR-1562 MAP , RECORDED NOVEMBER 20, 2007, UNDER RECEPTION NO . 3518475 . (DOES NOT AFFECT) RECORDED APRIL 2, 1985 AT RECEPTION NO . 2004300. (H ) PUBLIC SERVICE COMPANY OF COLORADO , RECORDED NOVEMBER 9, 1981 AT 104 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS ABS EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECEPTION NO . 1874084 . ( 1 ) ST. VRAIN SANITATION DISTRICT, RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975. (J ) LEFT HAND T WITH RECEIVER/VALVE SITE RECORDED DECEMBER 12, 2008 UNDER RECEPTION NO . 3594663 . (PLOTTED, SHOWN HEREON) 140. REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED DECEMBER 21 , 2007 UNDER WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977 . ( K) UNITED POWER, INC . , RECORDED JANUARY 24, 1991 AT RECEPTION NO . 3525268 . (AFFECTS SECTION 14. BLANKET IN NATURE. DID NOT PLOT) RECEPTION NO . 2239296 . ( L) WIGGINS TELEPHONE ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . (PLOTTED, SHOWN 105 . TERMS, CONDITIONS, PROVISIONS , BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF SURFACE DAMAGE AND RELEASE HEREON) AGREEMENT RECORDED NOVEMBER 18, 2010 UNDER RECEPTION NO . 3733247. (AFFECTS SECTION 10. BLANKET IN NATURE. DID NOT PLOT.) 141 . MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. OR OT PLOT) 65 . EXISTING LEASES AND TENANCIES, IF ANY . 106 . TERMS, CONDITIONS, PROVISIONS , BURDENS AND OBLIGATIONS ASSET FORTH IN MEMORANDUM OF SURFACE DAMAGE AND RELEASE AGREEMENT RECORDED JULY 27, 2010 UNDER RECEPTION NO . 3707700. (AFFECTS SECTION 10. BLANKET IN NATURE. DID NOT PLOT.) TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN NON-EXCLUSIVE PIPELINE 66 . RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND TOWNSHIP LINES, AS ESTABLISHED BY THE BOARD OF T-OF-WAY GRANT RECORDED FEBRUARY 26, 2008 UNDER RECEPTION NO . 3537452 . (PLOTTED, SHOWN HEREON) COUNTY COMMISSIONERS FOR WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273. (VACATED PER WELD COUNTY 107 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED MAY 17, 2013 UNDER RECEPTION DOCUMENT REC. NO. 3441938, DOES NOT AFFECT) NO . 3932986 . (AFFECTS SECTION 10. BLANKET IN NATURE. DID NOT PLOT.) TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT RECORDED OCTOBER 11 , 2011 UNDER RECEPTION NO . 3797973 . NOTE : THE FOLLOWING NOTICES PURSUANT TO CRS 9-1 .5-103 67 . UNION PACIFIC RAILROAD COMPANY RESERVATIONS OF ALL OIL, COAL AND OTHER MINERALS; THE RIGHT TO PROSPECT AND MINE; THE 108 . TERMS, CONDITIONS, PROVISIONS , BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF AGREEMENT RECORDED APRIL 03, CONCERNING UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK AND RECORDER. THESE STATEMENTS ARE GENERAL AND DO RIGHT OF INGESS , EGRESS AND REGRESS; THE RIGHT TO MAINTAIN AND OPERATE ITS RAILROADS IN ITS PRESENT FORM OF CONSTRUCTION 2007 UNDER RECEPTION NO . 3466104 AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 ABS AMENDED DECEMBER 14, 2015 NOT NECESSARILY GIVE NOTICE OF UNDERGROUND FACILITIES WITHIN THE SUBJECT PROPERTY: (A) MOUNTAIN BELL TELEPHONE COMPANY, AND TO MAKE ANY CHANGE IN THE FORM OF CONSTRUCTION OR METHOD OF OPERATION OF SAID RAILROAD; AS STATED IN WARRANTY DEED UNDER RECEPTION NO . 4165104 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT PLOT) RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705 . (B ) WESTERN SLOPE GAS COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . RECORDED FEBRUARY 16, 1901 IN BOOK 183 AT PAGE 74 . RESOLUTION VACATING PORTIONS OF WELD COUNTY ROADS RECORDED DECEMBER 1919757 (C) ASSOCIATED NATURAL GAS, INC . , RECORDED JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED OCTOBER 1 , 1984 AT AAA 14, 2006 UNDER RECEPTION NO . 3441938 . (DOES NOT AFFECT) 109 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECEPTION NO . 1983584 AND RECORDED MARCH 3, 1988 AT RECEPTION NO . 2132709 AND RECORDED APRIL 10, 1989 AT RECEPTION NO . T RECORDED SEPTEMBER 30, 2015 UNDER RECEPTION NO . 4146283 . (PLOTTED, SHOWN HEREON) 2175917 . (D) PANHANDLE EASTERN PIPE LINE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870756 AND RECORDED JUNE 26, 68 . OIL AND GAS LEASE RECORDED SEPTEMBER 20, 1983 UNDER RECEPTION NO . 01941052 AND ANY ABS ALL ASSIGNMENTS THEREOF, OR 1986 AT RECEPTION NO . 2058722 . (E) COLORADO INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784 . (F ) INTEREST THEREIN . (DOES NOT AFFECT) UNION RURAL ELECTRIC ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION NO . 1871004 . (G ) WESTERN GAS SUPPLY COMPANY, 110 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECORDED APRIL 2 , 1985 AT RECEPTION NO . 2004300 . ( H ) PUBLIC SERVICE COMPANY OF COLORADO, RECORDED NOVEMBER 9, 1981 AT 69 . TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN SURFACE OWNER'S AGREEMENT RECORDED GRANT RECORDED MAY 09, 2016 UNDER RECEPTION NO . 4201578. NOTE : THE FOLLOWING NOTICES PURSUANT TO CRS 9- 1 . 5-103 CONCERNING RECEPTION NO . 1874084 . ( 1 ) ST. VRAIN SANITATION DISTRICT, RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975. (J ) LEFT HAND OCTOBER 22 , 1984 UNDER RECEPTION NO . 01985811 . (DOES NOTAFFECT) UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK AND RECORDER . THESE STATEMENTS ARE GENERAL AND DO NOT WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977 . (K) UNITED POWER, INC . , RECORDED JANUARY 24 , 1991 AT NECESSARILY GIVE NOTICE OF UNDERGROUND FACILITIES WITHIN THE SUBJECT PROPERTY : (A) MOUNTAIN BELL TELEPHONE COMPANY, RECEPTION NO . 2239296 . (L) WIGGINS TELEPHONE ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . ( ITEMS 125 70 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN EASEMENT RECORDED RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705 . (B) WESTERN SLOPE GAS COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . THROUGH 143 AFFECT SECTION 14) (AFFECTS SECTION 14. INSUFFICIENT INFORMATION TO PLOT A-L.) APRIL 12 , 1988 UNDER RECEPTION NO . 02137577 . (DOES NOTAFFECT) 1919757. (C) ASSOCIATED NATURAL GAS, INC . , RECORDED JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED OCTOBER 1 , 1984 AT RECEPTION NO . 1983584 ABS RECORDED MARCH 3, 1988 AT RECEPTION NO . 2132709 ABS RECORDED APRIL 10, 1989 AT RECEPTION NO . 144 . EXISTING LEASES AND TENANCIES, IF ANY. 71 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 2175917 . (D) PANHANDLE EASTERN PIPE LINE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870756 AND RECORDED JUNE 26, GRANT RECORDED SEPTEMBER 23, 1988 UNDER RECEPTION NO . 02156541 . (DOES NOTAFFECT) 1986 AT RECEPTION NO . 2058722 . (E) COLORADO INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784 . (F) 145 . RIGHT OF WAY FOR COUNTY ROADS 999554O5 EITHER SIDE OF SECTION AND TOWNSHIP LINES , AS ESTABLISHED BY THE BOARD OF UNION RURAL ELECTRIC ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION NO . 1871004 . (G ) WESTERN GAS SUPPLY COMPANY, COUNTY COMMISSIONERS FOR WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273. RESOLUTION VACATING PORTIONS OF 72 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECORDED APRIL 2 , 1985 AT RECEPTION NO . 2004300 . (H ) PUBLIC SERVICE COMPANY OF COLORADO, RECORDED NOVEMBER 9, 1981 AT WELD COUNTY ROADS RECORDED DECEMBER 14, 2006 UNDER RECEPTION NO . 3441938 . (DOES NOTAFFECT) GRANT RECORDED MARCH 28, 1989 UNDER RECEPTION NO . 02174643 . (DOES NOT AFFECT) RECEPTION NO . 1874084. ( 1 ) ST . VRAIN SANITATION DISTRICT, RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975 . (J) LEFT HAND WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977. (K) UNITED POWER, INC . , RECORDED JANUARY 24, 1991 AT 146 . UNION PACIFIC RAILROAD COMPANY RESERVATIONS OF ALL OIL, COAL AND OTHER MINERALS; THE RIGHT TO PROSPECT AND MINE ; THE 73. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH ABS GRANTED IN PIPELINE RIGHT-OF-WAY RECEPTION NO . 2239296. (L) WIGGINS TELEPHONE ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . (PLOTTED, SHOWN RIGHT OF INGESS, EGRESS AND REGRESS ; THE RIGHT TO MAINTAIN AND OPERATE ITS RAILROADS IN ITS PRESENT FORM OF CONSTRUCTION GRANT RECORDED JANUARY 03, 1992 UNDER RECEPTION NO . 02274082 . (DOES NOT AFFECT) HEREON) AND TO MAKE ANY CHANGE IN THE FORM OF CONSTRUCTION OR METHOD OF OPERATION OF SAID RAILROAD; AS STATED IN WARRANTY DEED RECORDED APRIL 7, 1916 IN BOOK 445 AT PAGE 24. (AFFECTS 5000005 9, 11, 15. 5450004 10 NATURE. DID 004040T( 74 . TERMS, CONDITIONS , PROVISIONS, BURDENS ABS OBLIGATIONS AS SET FORTH IN SURFACE OWNER'S AGREEMENT RECORDED 111 . EXISTING LEASES ABS TENANCIES, IF ANY. FEBRUARY 02 , 1995 UNDER RECEPTION NO . 2425343 . (DOES NOTAFFECT) 147 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED MAY 28, 2002 UNDER RECEPTION 112 . RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION ABS TOWNSHIP LINES, AS ESTABLISHED BY THE BOARD OF N . 2955118 . (AFFECTS SECTION 15, BLANKET IN NATURE. DID NOT PLOT.) 75 . TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN SURFACE OWNER'S AGREEMENT RECORDED MARCH COUNTY COMMISSIONERS FOR WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273 . RESOLUTION VACATING PORTIONS OF GOT 23, 1995 UNDER RECEPTION NO . 2431272 . (DOES NOT AFFECT) WELD COUNTY ROADS RECORDED DECEMBER 14, 2006 UNDER RECEPTION NO . 3441938 . (DOES NOT AFFECT) 148 . TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY T RECORDED DECEMBER 19, 2002 UNDER RECEPTION NO . 3016422 . (PLOTTED, SHOWN HEREON) 76 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH ABS GRANTED IN PIPELINE RIGHT-OF-WAY 113 . UNION PACIFIC RAILROAD COMPANY RESERVATIONS OF ALL OIL, COAL AND OTHER MINERALS ; THE RIGHT TO PROSPECT AND MINE; THE GRANT RECORDED NOVEMBER 22, 1995 UNDER RECEPTION NO . 2464800 . (DOES NOT AFFECT) RIGHT OF INGESS, EGRESS AND REGRESS; THE RIGHT TO MAINTAIN AND OPERATE ITS RAILROADS IN ITS PRESENT FORM OF CONSTRUCTION 149 . TERMS , CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN LONG-TERM ROAD MAINTENANCE AND IMPROVEMENT AND TO MAKE ANY CHANGE IN THE FORM OF CONSTRUCTION OR METHOD OF OPERATION OF SAID RAILROAD; AS STATED IN WARRANTY DEED AGREEMENT RECORDED NOVEMBER 30, 2006 UNDER RECEPTION NO . 3438390 . (AFFECTS SECTIONS 14, 15, INSUFFICIENT INFORMATION TO 77 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECORDED APRIL 7, 1916 IN BOOK 445 AT PAGE 24 . (AFFECTS 5000005 5, 11 , 15. BLANKET IN NATURE. DID NOT PLOT.) PLOT) GRANT RECORDED DECEMBER 18, 2001 UNDER RECEPTION NO . 2909764 . (DOES NOT AFFECT) 114 . TERMS, CONDITIONS, PROVISIONS , BURDENS AND OBLIGATIONS AS SET FORTH IN SURFACE OWNER'S AGREEMENT RECORDED JUNE 04, 150 . TERMS , CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF AGREEMENT RECORDED APRIL 03, 78 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED MAY 28, 2002 UNDER RECEPTION 1982 UNDER RECEPTION NO . 01893682 . (INSUFFICIENT INFORMATION TO PLOT) 2007 UNDER RECEPTION NO . 3466104 AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 AND AMENDED DECEMBER 14, 2015 NO . 2955129 . (DOES NOT AFFECT) UNDER RECEPTION NO . 4165104 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT PLOT.) 115 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED MAY 28, 2002 UNDER RECEPTION 79 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY NO . 2955116 . (AFFECTS SECTION 11 . BLANKET IN NATURE. DID NOT PLOT.) 151 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED AUGUST 15, 2007 UNDER GRANT RECORDED JUNE 06, 2002 UNDER RECEPTION NO . 2958625 . (DOES NOT AFFECT) R CEPTION NO . 3497279 . (AFFECTS SECTION 34, T6N, R63W AND 5000005 9, 3, IQ 11, 14, 490, R63W. BLANKET IN NATURE. DID NOT PLOT.) 116 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 80. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY T WITH RECEIVER/VALVE SITE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077383 . (PLOTTED, SHOWN HEREON) 152 . TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY GRANT RECORDED AUGUST 26, 2002 UNDER RECEPTION NO . 2981171 . (DOES NOTAFFECT) GRANT WITH RECEIVER/VALVE SITE RECORDED NOVEMBER 07, 2007 UNDER RECEPTION NO . 3515967 . (AFFECTS SECTIONS 3AND 15.) 117 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 81 . TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN ROAD EASEMENT T RECORDED JANUARY 27, 2004 UNDER RECEPTION NO . 3148021 . (PLOTTED, SHOWN HEREON) 153 . THE EFFECT OF USR-1562 MAP , RECORDED NOVEMBER 20, 2007, UNDER RECEPTION NO . 3518475 . (DOES NOT AFFECT) iNT ORNED AUGUST 26, 2002 UNDER RECEPTION NO . 2981177. (DOES NOT AFFECT) 118 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS ASSET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 154. MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. 545000410054000. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH ABS GRANTED IN PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE RECORDED MARCH 29, 2006 UNDER RECEPTION NO . 3374183 . (DOES NOT AFFECT) AG NOT PLOT) NT WITH RECEIVER/VALVE SITE RECORDED JUNE 26, 2003 UNDER RECEPTION NO . 3077384 . (PLOTTED, SHOWN HEREON) 119 . TERMS, CONDITIONS, PROVISIONS , BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF AGREEMENT RECORDED APRIL 03, 155 . TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS ABS EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH ABS GRANTED IN PIPELINE RIGHT-OF-WAY 2007 UNDER RECEPTION NO . 3466104 AND AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 ABS AMENDED DECEMBER 14, 2015 ITERMS , T RECORDED MAY 27, 2008 UNDER RECEPTION NO . 3556401 . (PLOTTED, SHOWN HEREON) WITH RECEIVER/VALVE SITE RECORDED FEBRUARY 14, 2005 UNDER RECEPTION NO . 3260959. (PLOTTED, SHOWN HEREON) UNDER RECEPTION NO . 4165104 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET 10 054000. DID NOT PLOT) CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 84 . MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. 120 . REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED AUGUST 15, 2007 UNDER G ANT WITH RECEIVER/VALVE SITE RECORDED DECEMBER 12 , 2008 UNDER RECEPTION NO . 3594663. (PLOTTED, SHOWN HEREON) DID NOT PLOT) RECEPTION NO . 3497279. (AFFECTS SECTION 34, 440, R63W AND SECTIONS 2, 3, 10, 11, 14Q 440, R63W. BLANKET 10 054000. DID NOT PLOT.) 157 . TERMS , CONDITIONS, PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 85 . TERMS, CONDITIONS , PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF AGREEMENT RECORDED APRIL 03, 121 . MINERAL DEED RECORDED FEBRUARY 21 , 2008 UNDER RECEPTION NO . 3536532 . (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. GRANT RECORDED SEPTEMBER 30, 2015 UNDER RECEPTION NO . 4146283 . (PLOTTED, SHOWN HEREON.) 2007 UNDER RECEPTION NO . 3466104 ABS AMENDED FEBRUARY 18, 2014 UNDER RECEPTION NO . 3996533 AND AMENDED DECEMBER 14, 2015 A122 . NOT PLOT.) UNDER RECEPTION NO . 4165104. (AFFECTS ALL SUBJECT SECTIONS. BLANKET IN NATURE. DID NOT PLOT) 158 . ANY FACTS, RIGHTS , INTERESTS OR CLAIMS WHICH ARE NOT SHOWN BY THE PUBLIC RECORDS, BUT WHICH COULD BE ASCERTAINED BY TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN RIGHT-OF-WAY GRANT MAKING INQUIRY OF THE LESSORS IN THE LEASE OR LEASES DESCRIBED OR REFERRED TO IN SCHEDULE A. 86 . TERMS, CONDITIONS , PROVISIONS, BURDENS , OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECORDED JANUARY 04, 2016 UNDER RECEPTION NO . 4169979 . (AFFECTS SECTION 11, INSUFFICIENT INFORMATION TO PLOT.) GRANT WITH RECEIVER/VALVE SITE RECORDED JULY 11 , 2007 UNDER RECEPTION NO . 3489477 . (DOES NOT AFFECT) 159 . THE EFFECT OF ANY FAILURE TO COMPLY WITH THE TERMS, COVENANTS AND 123 . TERMS, CONDITIONS, PROVISIONS , BURDENS, OBLIGATIONS ABS EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY CONDITIONS OF LEASE OR LEASES DESCRIBED OR REFERRED TO IN SCHEDULE A. 87. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS ABS EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY G ANT RECORDED MAY 09, 2016 UNDER RECEPTION NO . 4201577. (DOES NOTAFFECT) GRANT WITH RECEIVER/VALVE SITE RECORDED JULY 03, 2013 UNDER RECEPTION NO . 3945314 . (DOES NOT AFFECT) 124. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY 88. THE EFFECT OF OFFICIAL DEVELOPMENT PLAN FOR SITE SPECIFIC SPECIAL REVIEW PERMIT, RECORDED SEPTEMBER 25, 2013 UNDER GET T RECORDED MAY 09, 2016 UNDER RECEPTION NO . 4201578. NOTE : THE FOLLOWING NOTICES PURSUANT TO CRS 9- 1 . 5-103 CONCERNING RECEPTION NO . 3966261 . (DOES NOTAFFECT) UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK AND RECORDER . THESE STATEMENTS ARE GENERAL AND DO NOT NECESSARILY GIVE NOTICE OF UNDERGROUND FACILITIES WITHIN THE SUBJECT PROPERTY : (A) MOUNTAIN BELL TELEPHONE COMPANY, 89. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PIPELINE RIGHT-OF-WAY RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705 . (B) WESTERN SLOPE GAS COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . RANT WITH RECEIVER/VALVE SITE RECORDED JULY 13, 2015 UNDER RECEPTION NO . 4124009 . (DOES NOT AFFECT) 1919757. (C) ASSOCIATED NATURAL GAS, INC . , RECORDED JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED OCTOBER 1 , 1984 AT RECEPTION NO . 1983584 AND RECORDED MARCH 3, 1988 AT RECEPTION NO . 2132709 AND RECORDED APRIL 10, 1989 AT RECEPTION NO . )( 90. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN RIGHT-OF-WAY GRANT 2175917 . (D) PANHANDLE EASTERN PIPE LINE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870756 AND RECORDED JUNE 26, OGEES SEPTEMBER 06, 2019 UNDER RECEPTION NO . 4521068. NOTE : THE FOLLOWING NOTICES PURSUANT TO CRS 9- 1 . 5-103 CONCERNING 1986 AT RECEPTION NO . 2058722 . (E) COLORADO INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784 . (F) UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK ABS RECORDER. THESE STATEMENTS ARE GENERAL AND DO NOT UNION RURAL ELECTRIC ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION NO . 1871004 . (G ) WESTERN GAS SUPPLY COMPANY, 0 NECESSARILY GIVE NOTICE OF UNDERGROUND FACILITIES WITHIN THE SUBJECT PROPERTY: (A) MOUNTAIN BELL TELEPHONE COMPANY, RECORDED APRIL 2 , 1985 AT RECEPTION NO . 2004300 . (H ) PUBLIC SERVICE COMPANY OF COLORADO, RECORDED NOVEMBER 9, 1981 AT RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870705. (B ) WESTERN SLOPE GAS COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO . RECEPTION NO . 1874084. ( 1 ) ST . VRAIN SANITATION DISTRICT, RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975 . (J) LEFT HAND 1919757 . (C) ASSOCIATED NATURAL GAS, INC . , RECORDED JULY 20, 1984 AT RECEPTION NO . 1974810 AND RECORDED OCTOBER 1 , 1984 AT WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977. (K) UNITED POWER, INC . , RECORDED JANUARY 24, 1991 AT RECEPTION NO . 1983584 AND RECORDED MARCH 3, 1988 AT RECEPTION NO . 2132709 AND RECORDED APRIL 10, 1989 AT RECEPTION NO . RECEPTION NO . 2239296. (L) WIGGINS TELEPHONE ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . (PLOTTED, SHOWN O 2175917 . (D ) PANHANDLE EASTERN PIPE LINE COMPANY, RECORDED OCTOBER 1 , 1981 AT RECEPTION NO . 1870756 AND RECORDED JUNE 26, HEREON) w 1986 AT RECEPTION NO . 2058722 . ( E) COLORADO INTERSTATE GAS COMPANY, RECORDED AUGUST 31 , 1984 AT RECEPTION NO . 1979784. (F ) UNION RURAL ELECTRIC ASSOCIATION , INC . , RECORDED OCTOBER 5, 1981 AT RECEPTION NO . 1871004. (G ) WESTERN GAS SUPPLY COMPANY, 125 . EXISTING LEASES AND TENANCIES, IF ANY. RECORDED APRIL 2, 1985 AT RECEPTION NO . 2004300. (H ) PUBLIC SERVICE COMPANY OF COLORADO , RECORDED NOVEMBER 9, 1981 AT RECEPTION NO . 1874084 . ( 1 ) ST. VRAIN SANITATION DISTRICT, RECORDED DECEMBER 14, 1988 AT RECEPTION NO . 2164975. (J ) LEFT HAND 126 . RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND TOWNSHIP LINES, AS ESTABLISHED BY THE BOARD OF WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO . 2224977 . ( K) UNITED POWER, INC . , RECORDED JANUARY 24, 1991 AT COUNTY COMMISSIONERS FOR WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273 . (VACATED PER WELD COUNTY O RECEPTION NO . 2239296 . ( L) WIGGINS TELEPHONE ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO . 2306829 . (PLOTTED, SHOWN DOCUMENT REC. NO. 3441938, DOES NOT AFFECT) S. HEREON) al 127 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES 0 91 . EXISTING LEASES AND TENANCIES, IF ANY . PATENT RECORDED FEBRUARY 15, 1928 IN BOOK 668 AT PAGE 271 . (AFFECTS SECTION 14. BLANKET IN NATURE. DID NOT PLOT.) 0 0 M m 92 . RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND TOWNSHIP LINES, AS ESTABLISHED BY THE BOARD OF 128 . RESERVATION OF ALL COAL AND THE RIGHT TO PROSPECT IN DEED FEBRUARY 15, 1928 IN BOOK 668 AT PAGE 271 . (AFFECTS SECTION 14. COUNTY COMMISSIONERS FOR WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273. RESOLUTION VACATING PORTIONS OF BLANKET IN NATURE. DID NOT PLOT) WELD COUNTY ROADS RECORDED DECEMBER 14, 2006 UNDER RECEPTION NO . 3441938. (DOES NOT AFFECT) 129 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES a 93 . RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES PATENT RECORDED FEBRUARY 15, 1928 IN BOOK 668 AT PAGE 272 . RESOLUTION VACATING PORTIONS OF WELD COUNTY ROADS RECORDED PATENT RECORDED NOVEMBER 26, 1917 IN BOOK 461 AT PAGE 403 . (AFFECTS SECTION 10. BLANKET IN NATURE. DID NOT PLOT) DECEMBER 14, 2006 UNDER RECEPTION NO . 3441938 . (AFFECTS SECTIONS 2, 3, 10, 11, 14, AND 15. BLANKET IN NATURE. DID NOT PLOT) Z o N0 . DATE : REVISION DESCR I PT ION NAME PREPARED BY : PFS SIGNATURE DATE D THIS AND ANY OTHER ELECTRONIC MESA PROJECT W COLORADO SAND COMPANY i COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN ALP 12/21 /23 EXISTING CONDITIONS PREPARED BY ASCENT GEOMATICS SOLUTIONS. LLC o FOR A DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED 2 REPRESENTED TO BE SUITABLE FOR REUSE IN LAND SURVEY PLAT WHOLE OR IN PART ON EXTENSIONS OF THE QC REVIEW 0 PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions 0 MODIFICATION, OF ANY UTILIZATION IF NOT A 8620 Wolff Ct APPROVED CLIENT PROJECT NO . N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT WI EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS GEOMATICS SOLUTIONS Westminster, Colorado 80031 vl SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE CLIENT SIGNATURE DATE ASCENT PROJECT NO . B23 .TRC . 0001 UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : AS—SHOWN SidEETNO. APPROVED 2 OF 9 LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . SEC 27 WELD COUNTY , COLORADO EXISTING LEGEND T 6 N R 6 3 W W ALIQUOT CORNER FOUND OR SET AS DESCRIBED GLO = 39 . 98 CH ( 2638 . 67 ) ( R ) GLO = 39 . 98 CH ( 2638 . 67 ' ) ( R ) II N89 °03 ' 47" E 2649 . 05 ' ( M ) SET MONUMENT AS DESCRIBED - - - - N89 '03 ' 35" E2650 . 98 ' ( M ) - - - - - - - - \\ EASEMENT AS REFERENCED ON SHEETS 1 -2 II II SECTION LINE SEC . COR . 27-26-35-34 QUARTER SECTION LINE 1 /4 COR SEC 27-34 III I FOUND 30" NO . 6 REBAR, SEC . COR . 28-27-34-33 FOUND 30" NO . 6 REBAR , III 3- 1 /4" ALUMINUM CAP GOVERNMENT LOT LINE SET 30" NO . 6 REBAR , I 3- 1 /4" ALUMINUM CAP STAMPED "2004 , LS 37068" 3- 1 /4" ALUMINUM CAP STAMPED "2012 , PLS 38281 " II II PROPOSED LEASE BOUNDARY (SEE NOTE 7) II FENCE- 4 STRAND BARBED WIRE STAMPED " PLS 38412" II II I 300' 600' DIRT OR TWO-TRACK ROAD AS SPECIFIED II GRAPHIC SCALE : 1 " = 300' ( M ) MEASURED I / ( R) RECORD (SEE NOTE NO . 5) 50' PROPOSED ACCESS EASEMENT Oil & Gas Wells Symbols ( NOT YET RECORDED) I I 7 / r. WELL - ABANDONED LOCATION /� oN / o o WELL - SHUT IN WELL - PLUGGED AND ABANDONED NW114 1 od WELL - PRODUCING r� OO / / o w I � / O o / / o ' WELL - TEMPORARILY ABANDONED ow 00 / 11O d- � ow / I I NOTE : / OIL & GAS WELL COORDINATES ATTACHED . // \ I � � \ I SEC 34 111 7/ 6N R6SH/ \ \ 1111 1 /4CORSEC34-35 SEC 35 1 /4 COR SEC 33-34 1111 I CENTER 1 /4 COR SEC 34 I SET 30" NO . 6 REBAR, SET 30" NO . 6 REBAR , 3- 1 /4" ALUMINUM CAP T � �� JLII �d]/�jSET 30" NO . 6 REBAR, I 1 3- 1 /4" ALUMINUM CAP 3 3- 1 /4" ALUMINUM CAP 1 STAMPED " PLS 38412" STAMPED �� PLS 38412�� STAMPED " PLS 38412" �,_ S89 °12 ' 49 " W 2643 . 02 ' ( M ) S8912 ' 49 " W 2638. 98 ' ( M ) _ - - GRAVEL ROADSEC 33 ii \ i „ I 'P6N R6SW I H -\ I swl /4 II S 114 � I I g A2615 62 109 GRAVEL ROAD Si I 40' PIPELINE ROW \� i \ ICD REC . NO . 4146283 / � � \ 1 - - - - - - - - y OIL & GAS EQUIPMENT o / / 50' PROPOSED ACCESS EASEMENT // _ 25 50' PROPOSED ACCESS EASEMENT � ( NOT YET RECORDED) -= - /71117 A ( NOT YET RECORDED) / �� v / % -_ � � 30' PIPELINE EASEMENT I H NORTH LINE S1 /2 S1 /2 REC . NO . 3797974 PROPOSED LEASE BOUNDARY NORTH LINE S1 /2 S1 /2 //�� r SOUTH 1 /16 COR SEC 33-34 / � v� �� A� OIL & GAS EQUIPMENT PROPOSED LEASE BOUNDARY , \ _ / SOUTH 1 / 16 COR SEC 34-35 SET 30" NO . 6 REBAR, // , ��-- �� SET 30" NO . 6 REBAR, 3- 1 /4" ALUMINUM CAP �� STAMPED " PLS 38412" O/� 3- 1 /4" ALUMINUM CAP N89 °17' 34" E 2639 . 04 ' ( M ) j N89 °17' 14" E 2633 . 94' ( M ) STAMPED " PLS 38412" / / PROPOSED SITE ENTRANCE /// 1 \\ N / / / / LAT: N40° 26'21 .46" // II S1/2S1/2, SECTION 34 . o /j / PROPOSED SITE ENTRANCE LONG : W104° 25'06 .44" // II 0 N d / / LAT : N40 °26'21 .45" // II AREA = 6 , 988, 834 SQ. FT. = 160 . 442 ACRES 1 /- o 41 83 SOUTH 1 /16 COR SEC 34 I I �\ I 0 N ' / C LONG : W104° 25'31 . 92" // / / \\ I SET 30 NO . 6 REBAR, // II 57 19 / / \ 3- 1 /4" ALUMINUM CAP // Ii \\ 2 w v ` STAMPED " PLS 38412" // \\ o o I / / 50 REC LNO 32 0959 INE EASEMENT \ \\ // II \ // II ON r � / I l II AA oo p O \ O oi 0 / / / 11 GRAVEL ROAD w I I I M0 (11 w I- W 0 IM L/ j % / Ii rj III 57 19 / r7 I 50 PIPELINE EASEMENT al I / % / 11 I � REC . NO . 3260959 U, / / I oN / / I TWO-TRACK ROAD ° SEC . COR . 33-34-3-4 / O SET 30" NO . 6 REBAR , II I I GRAVEL ROAD SEC . COR. 34-35-2-3 al 3- 1 /4" ALUMINUM CAP / II 1 /4 COR SEC 34-3 I FOUND 30" NO . 6 REBAR , O STAMPED " PLS 38412" I / II FOUND 11 "x14"x4" STONE I 2- 1 /2" ALUMINUM CAP m / " 1 /4" ON SOUTH FACE A 39 99 56 82 I I STAMPED "2001 , LS 24657" I I / A I 50 PIPELINE ROW RECEIVER SITE EASEMENT I T6N REC . NO . 3260959 1 JREC . NO . 3077384 I - _ - - - a T _ — — _ _ _ _ _ - - _ = GLO = 40 . 00 CH ( 2640 . 00 ' ) ( R ) GLO = 40 . 00 CH ( 2640 . 00 ' ) ( � I I S89 °22 ' 20 " W 2635 . 07 ' ( M ) 83 17 III S8921 ' 41 " W 2628 . 92 ' ( M ) / ' 5N T 5 1\1 y SEC ' RECEIVER SITE EASEMENT III I I III REC . NO . 3077377 I , T5 1\1 R b W 3 NO . DATE : REVISION DESCRIPTION NAME BY :PREPARED PFS SIGNATURE DATE THIS AND ANY OTHER ELECTRONIC MEDIACOLORADO SAND COMPANY 1 1 - 1 0 - 2 0 2 4 ADDED PROPOSED ACCESS EASEMENT AWJ COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 PROJECT W PREPARED BY ASCENT GEOMATICS SOLUTIONS. LLC EXISTING CONDITIONS o FOR A DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED REPREWHOLE ORED TO IN PARTTEONUEXTENSIONS OF THELE FOR REUSE N LAND SURVEY PLAT SOUTH HALF OF SEC . 34, O PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions QC REVIEW O MODIFICATION, OF ANY UTILIZATION IF NOT A 8620 Wolff Ct APPROVED TOWNSHIP 6 NORTH, RANGE 63 WEST N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCEIJI' CLIENT PROJECT NO . mI EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS LEDMAIICS SOLIni Westminster, Colorado 80031 CLIENT SI GNATURE DATE 6TH PRINCIPAL MERIDIAN U SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE ASCENT PROJECT NO . TRC B230001 UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW WELD COUNTY , COLORADO EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : 1 " = 300' seeeT o. APPROVED 3 OF 9 LAND SURVEY PLAT SEC 34 PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . T 6 N R6 3 WELD COUNTY , COLORADO i II 18 39 99 56 s2 I EXISTING LEGEND j 57 19 11 I / 50' PIPELINE ROW T � 1\1 // RECEIVER SITE EASEMENT II GLO = 40. 00 CH ( 2640. ' IIII GLO= 40 . 00 CH ( 2640 . 00 ' ) ( R ) 00 ) ( R ) REC . NO . 3077384 ALIQUOT CORNER FOUND OR SET AS DESCRIBED 7 ' 6 N REC . NO 3260959 _ _ - _ S8921 ' 41 " W 2628 . 92 ' ( M ) � - - - - II S89°22' 20" W 2635. 07 ' ( M ) - - SET MONUMENT AS DESCRIBED 83 17 I I AEASEMENT AS REFERENCED ON SHEETS 1 -2 I II 'I 5 1\1 I I RECEIVER SITE EASEMENTSEC .IIII GRAVEL ROAD - - SECTION LINE III I 57 19 41 83 1 /4 COR SEC 34-3 REC . NO . 3077377 III FOUND 030" NO . 6 REBAR - QUARTER SECTION LINE SEC . COR. 33-34-3-4 I III I� 50' PIPELINE EASEMENT I FOUND 11 "x14"x4" STONE IIII 2- 1 /2" ALUMINUM CAP GOVERNMENT LOT LINE SET 30" NO . 6 REBAR, III I REC . NO . 3260959 1 /4 ON SOUTH FACE I I I STAMPED "2001 , LS 24657" 3- 1 /4" ALUMINUM CAP I NOO 4I PROPOSED LEASE BOUNDARY (SEE NOTE 7) STAMPED " PLS 38412" �J IIII NOO , FENCE- 4 STRAND BARBED WIRE III hI Nu . NOO 2 I I 0 300' 600' IIII / Th I� III DIRT OR TWO-TRACK ROAD AS SPECIFIED / \ I I ( M ) MEASURED GRAPHIC SCALE : III I 1 I III / , III - ( R) RECORD (SEE NOTE NO . 5) I III III/ lJ III // / I �. / � i I III L . %/ III j ^ I Oil & Gas Wells Symbols U I / I� // I � 19 57 41 83 III // t \ 50' PIPELINE EASEMENT v ^ // I I ^ Hi /rte Ipl // REC . NO . 3260959 I o WELL - ABANDONED LOCATION rno � I J �0J ` I IIII // O I I� / IIII \\ WELL - SHUT IN I I 1 III / IIII - - -C- - _ - - - - - - � N � N � - - - III - - I I I r - - ,�/ - - - TWO-TRACK ROADS - - - - - - - - - - - - — �� UN o WELL - PLUGGED AND ABANDONED -- 1� UPI � � - - - � I \\ II �� LO �!�� QM III � III \�� Iaj � =�� \\ 17 WELL - PRODUCING N 00 / / 0 IIII NE114 �NW114 \ III / \\ 50 PIPELINE EASEMENT z WELL - TEMPORARILY ABANDONED j 0 I I / / \\ REC . NO . 3077377 I I j \ O z IIII �� / \�\ I IIII II O \\\ J I III I I \�\ III I NOTE : I I I I I \\ I I OIL & GAS WELL COORDINATES ATTACHED . OIL & GAS FACILITY \ III /J - J � - - - - - - -� II II III ii III ii Ifs ;� � I I ii I 1 /4 COR SEC 3-2 1 /4 COR SEC 4-3 III• I �l �� SEC 3 II FOUND 0 . 8'x 3 2 0 .5' STONE SEC 2 FOUND 30" NO . 6 REBAR , I 00000 ii 3- 1 /4" ALUMINUM CAP I III 00000 A46 � TJN R' 6 3T5N Ro STAMPED " 1989 , PLS 22098" I 64 48 VARYING WIDTH PIPELINE EASEMENT _ - ii - REC . NO . 4201585 - + AREA = 27, 857, 173 SQ. FT. = 639 . 513 ACRES + / SECII I I I ��lIOIL & GAS FACILITYT 5 1\1 R 6 3 �' I I I I 26 15 62 109 I 40' PIPELINE ROW II III REC . NO . 4146283 ^ II II \ II � ► � IIII K � [ N I \ I III �- -' 0 ( / ) I ` > II HOIL & GASFACILITY / � II1 S� � \ \ II I ^ II II I l 4 � /i// \� II Imo .-. tic I 11 , // /i/ II o IIII / // I o LO o III ► ' I SE1140o I IISWI14 \ II to o \ I N N � II ` _ _ - - _ _ _ _ _ ____ 1 �- - __=_� _ =_____= NI I I ► I _ \\ TWO-TRACK ROADS II OO I 52 16 O o I IIII CENTERLINE PIPELINE EASEMN NT It TWO-TRACK ROAD o 0 o O dam- I II REC . NO . 2203049 \`\\ II d' O o \ II oz oo ,z I II ° II O I �\1 ( 7T�\ \ \ II GRAVEL ROAD IIII _ `\ 54 I I N \ \\ \ I o IIII 50' PIPELINE EASEMENT I I J REC . NO . 3016421 � = o III JII VIII II f � II I 99 , I I 1 /4 COR SEC 3- 10 H 50 PIPELINEROW w III OIL & GASFACILITY SET30" NO . 6REBAR , / REC . NO . 3077384 3- 1 /4" ALUMINUMCAP / STAMPED PLS 38412" I I 56 82 3 III 18 /'\ //\ ,/ ,4 \ 99 56 82 II 18 gg 39 FENCE LIES 15 . 7' NORTH SEC . COR. 3-2- 11 - 10 SEC . COR. 4-3- 10-9 ILft 50' PIPELINE ROW FENCE LIES 122 . 1 ' NORTH I / II � � � OF SECTION LINE I FOUND 30 NO . 6 REBAR, 0 -� RECEIVER SITE 2- 1 /2" ALUMINUM CAP r• - REC . NO . 3077384 OF SECTION LINE / II REC . NO . 3077384 I STAMPED "2010 , LS 38175 al FOUND o 3112"�ALUMNNUMPCAP '1 0 STAMPED " LS 22098" i— — — ___ - - -11- - - - --- GLO= 39 . 95 CH ( 2636 . 69 ' ) ( R ) �, - GLO= 39 . 95 CH ( 2636 . 69 ' ) ( R ) \\ N89°07 ' 46 " E 2644. 01 ' ( M ) N89 07 46 " E 2644. 01 ( M ) SEC 10.. . . : 1 NN III III__ __ _______ ___ __ 7 ' 5N I _____________ I � z z o N0 . DATE : REV I S 1 ON DESCR I PT 1 ON NAME PREPARED BY : PFS sIDNATURE DATE COLORADO SAND COMPANY THIS AND ANY OTHER ELECTRONIC MEDIA 31 COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 P R 0 J E C T W PREPARED BY ASCENT GEOMATICS SOLUTIONS, LLC EXISTING CONDITIONS C FOR A DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED REPREWHOLE ORED TO IN PARTTEONUE TENSIONS OF THELE FOR REUSE N LAND SURVEY PLAT SEC . 3 , TOWNSHIP 6 NORTH, PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions QC REVIEW o MODIFICATION, OF ANY UTILIZATION IF NOT A 8620 Wolff Ct APPROVED RANGE 63 WEST N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT Westminster, Colorado 80031 CLIENT PROJECT NO . m EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS GEDMATICS ; 0LUJI ) NS 6TH PRINCIPAL MERIDIAN I CLIENT si DNAruRE DATE v SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE ASCENT PROJECT NO . TRC_B230001 COUNTY, �T COLORADO UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW WELD CO V 1V T I , I OLORADO a EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : 1 " = 300' SHEET NO.APPROVED 4 OF 9 LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SEC 3 SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . WELD COUNTY , COLORADO � T5N R6 3 I EXISTING LEGEND �) \ / ,- - - - = = _ __ _ ALIQUOT CORNER FOUND OR SET AS DESCRIBED GL0 = 39 95 CH ( 2636 . ' \ SET MONUMENT AS DESCRIBED - - � - = 39 . 95 CH ( 2636 . 69 ' ) ( R ) >, 69 ) ( R ) - - - - - - - - - � - �� GL0 N89 07 46 E 2644. 01 ( M ) N89 07 ' 46 " E 2644. 01 ' ( M ) 11 I I SEC . COR . 3-2- 11 - 10 - - �# EASEMENT AS REFERENCED ON SHEETS 1 -2 III I FOUND 30" NO . 6 REBAR , SECTION LINE ' H N1 /4 COR SEC 3- 10 yl 2- 1 /2" ALUMINUM CAP �� I I SET 30" NO . 6 REBAR, SEC . COR . 4-3- 10-9 11 GRAVEL ROAD STAMPED "2010 , LS 38175" QUARTER SECTION LINE II 3- 1 /4" ALUMINUM CAP IIII FENCE LIES 33 .0' WEST GOVERNMENT LOT LINE FOUND 2- 1 /2" ALUMINUM PIPE , \\ I STAMPED " PLS 38412" 124 90 3- 1 /2" ALUMINUM CAP \\ I III OF SECTION LINE PROPOSED LEASE BOUNDARY (SEE NOTE 7) \ - - I `- STAMPED " LS 22098" \ - 40 PIPELINE ROW 3II GRAVEL ROAD / = IIII REC . NO . 4201578 FENCE- 4 STRAND BARBED WIRE / / III I I / l = 0 300' 600' - \ \ / I II � I BS I DIRT OR TWO-TRACK ROAD AS SPECIFIED \ \\ \ /jam IIII I /j / J I IC GRAPHIC SCALE : 1 " = 300' ( M ) MEASURED �� \\ // II // I I ( R) RECORD (SEE NOTE NO . 5) \ / IIII /j/ I \\ // I I // I I \ \ \ \\ /�/ I III I /j/ / l Oil & Gas Wells Symbols III � �, VIII /�/ ^ � / III I /�/ N WELL - ABANDONED LOCATION \ � / / \ \ NW114 ATE 114 VIII // IAN WELL - SHUT IN III _ / _- Hi =-- - �� ` /// XGRAVELROAD - _ � _ � WELL - PLUGGED AND ABANDONED v = \I — — — — — _ 50' PIPELINE ROW — - o 0) - - - A - - 00 I / // � _ — REC . NO . 2924436 / / 50' PIPELINE ROW OH I I/ WELL - PRODUCING o ;n I \\ — — L / \ REC . NO . 3119402 p z O TWO-TRACK ROADS / Il \\ / / \ 0 I I WELL - TEMPORARILY ABANDONED o z // ll \ I / / \ I `-' o o I I H // / 1111 \ I I � III I _ I I 1II II \ \ I q h oo J0 / II / �\ \ \ / / I \ I // . . NOTE : v \\\ \ \ \ - % / I I OIL & GAS WELL COORDINATES ATTACHED . // 1111 K VA I I I l // / IJII \\ I I I \ III / / I I\ 70 PIPELINE ROW / I ll1 � I II REC . NO . 4201578 U \ / IIII \\ I I III II / 1 \\ I I I I FENCEOF 44 . 3' 3LINEST \ I \\ I I I III II 1 /4 COR SEC 10- 11 1 /4 COR SEC 9- 10 SEC 10 I III SET 30" NO . 6 REBAR, SEC 11 FOUND 1 - 1 /2" STEEL PIPE , \ rl \\ \ I I 11 III 3- 1 /4" ALUMINUM CAP 3" ALUMINUM CAP \ \ � \\ I I II I I STAMPED " PLS 38412" STAMPED 1990 , LS 7242 \ " T5 _ \1 6 3 W II / T 5 1\1R6 S - - � � AREA = 28 , 024 , 490 SQ. FT. = 643 . 354 ACRES 1 /- 1 I I III r - � S1/1c I 52 I I FENCE LIES 47 . 2' WEST I CENTERLINE PIPELINE EASEMENT T5 I \\ I I I I OF SECTION LINE I I Ij REC . NO . 2203049 \\ I I I I I ( I 1\1 R 6 ' l� I \ �\ I I 39 56 III \\ � \\ 82 99 18 1 \I 11 1 I \ 1� 1 50 PIPELINE ROW I II I ❑ I I I SWI14 � � 1/� REC . NO . 3077384 Il H ) i)\ vv i / / vw I I l vvv � / vv I / 111 \ vv / 1/ / r vv 39 56 I I (' __j \\ 18 Agg 82 / / o \\� I J / � I\\ RECEIVER SITE 40' PIPELINE ROW O N O 0 I J / / \\ REC . NO . 3077384 I / o N REC . NO . 4146283 \\ J�� / / \\ I % N co / Ir — i \\ j TWO-TRACK ROADS H 1i1\ vv lb vv iI /7\v vv 0 ' � _ I � / lI � GRAVEL ROAD y/ j 10 \ o . \ o \ � � �/ 50' PIPELINE ROW Z � - - 1 II z > A\ �� ' �/ REC . NO . 2981170 I � I I c� � � ii ICI �� I �\ ✓ �i'f � I I � I ' iii N> � � II \ t lI I // Ho ii / �� I1 \ II I l // � /� �� 11I 15 104 IJ FENCE LIES 35 . 8' WEST I J / / 120' PIPELINE ROW I II OF SECTION LINE ( I L\L\ (` i / IIII REC . NO . 3594663 Il I / II II // I- \\ II II // /i �I \ IIII I I // V\ ICI II 3 \\ II SEC . COR . 10- 11 - 14- 15 I I SEC . COR . 9- 10- 15- 16 \\ I 1 /4 COR SEC 10- 15 II I FOUND 30" NO . 6 REBAR , • o FOUND 2- 1 /2" ALUMINUM PIPE , 3- 1 /2" ALUMINUM CAP \\ I SET 30" NO . 6 REBAR, II I 3- 1 /4 ALUMINUM CAP al \ STAMPED 2008 , PLS 28258 o STAMPED " 1990 , LS 7242" \ \ I � I 3- 1 /4" ALUMINUM CAP � I F', \ \\ MI STAMPED " PLS 38412" I - - - i - - - - - IL - - - - - - - - - - - GLO = 39 . 92 CH ( 2634. 71 ' ) ( R ) GLO = 39 . 92 CH ( 2634. 71 ) ( R ) II N89 2203E 2648 . 29 ' ( M ) N89 °22 ' 03 " E 2648 . 29 ' ( M ) II \ \\ SEC15 II \ I II FENCE LIES 28 . 5 WEST \ I 1 OF SECTION LINE �I__ __ 7 ' 5N z o N0 . DATE : REVISION DESCRIPTION NAME PREPARED BY : PFS sIDNATURE DATE THIS AND ANY OTHER ELECTRONIC MEDIA PROJECT W COLORADO SAND COMPANY 31 COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 PREPARED BY ASCENT GEOMATICS SOLUTIONS. LLC EXISTING CONDITIONS o FOR A DEFINED PROJECT. IT IS NOT INTENDED ORTO DESIGNED WHOLESORT INED PARTTEONUEXITATENSIONS OF THELE FOR REUSENA LAND SURVEY PLAT SEC . 10, TOWNSHIP 6 NORTH, O PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions QC REVIEW 0 MODIFICATION, OF ANY UTILIZATION IF NOT A 8620WoffCt APPROVED CLIENT PROJECT NO . RANGE 63 WEST N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT Westminster, Colorado 80031 ID EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS GE0MATICS COMMONS 6TH PRINCIPAL MERIDIAN I CLIENT si DNAruRE DATE SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE ASCENT PROJECT NO . TRC B230001 UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW WELD COUNTY, COLORADO EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : 1 " = 300' SHEE 0. 5 OF 9 APPROVED LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SEC 10 SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . WELD COUNTY , COLORADO � � 1\1 R6 3 wII // EXISTING LEGEND \ \ + 1 II GL0 = 39 . 92 CH ( 2634. 71 ' ) ( R ) / _ ALIQUOT CORNER FOUND OR SET AS DESCRIBED GL0 = 39 . 92 CH ( 2634 . 71 ) ( R ) II N89 '22' 03 " E 2648. 29 ' ( M ) / SET MONUMENT AS DESCRIBED N89 °22' 03" E 2648 . 29 ' ( M ) - - - - - - - - - - - - AEASEMENT AS REFERENCED ON SHEETS 1 -2 I - - SECTION LINE \\ I I I QUARTER SECTION LINE \\ I 1 /4 COR SEC 10- 15 I FENCE LIES 28 . 5' WEST SEC . COR. 10- 11 - 14- 15 SEC . COR. 9- 10- 15- 16 GRAVEL ROAD SET 30" NO . 6 REBAR , II OF SECTION LINE FOUND 30" NO . 6 REBAR, 3- 1 /4" ALUMINUM CAP GOVERNMENT LOT LINE FOUND 2- 1 /2" ALUMINUM PIPE , 3- 1 /4" ALUMINUM CAP I I STAMPED " PLS 38412" 11 STAMPED "2008 , PLS 28258" 3- 1 /2" ALUMINUM CAP PROPOSED LEASE BOUNDARY (SEE NOTE 7) I FENCE- 4 STRAND BARBED WIRE STAMPED " 1990 , LS 7242" �I II III o II GRAVEL ROAD I 0 300' 600' DIRT OR TWO-TRACK ROAD AS SPECIFIED I II 109 I GRAPHIC SCALE : 1 " = 300 ( M ) MEASURED ' II A2615 62 / OIL & GAS EQUIPMENT \� II / ( R) RECORD (SEE NOTE NO . 5) 00 40 II / PIPELINE ROW / / � � I ) III REC . NO . 4146283 III / \\ Oil & Gas Wells Symbols III I I . . VI \II / \ 1111 \\\ o 0 WELL - ABANDONED LOCATION OIL & GAS EQUIPMENT 4 00 IIc � \ WELL - SHUT IN / �\�\ IAN N �$ NWI /4 I / \� NEI WELL - PLUGGED AND ABANDONED OIL & GAS FACILITY // IIID / \ /4 cv o �� III �/ WELL - PRODUCING 000 / II / o0 at' ' / It / WELL - TEMPORARILY ABANDONED 0 \ 10 C / 91 15 �\ / I Iii RECEIVER SITE 14 TWO-TRACK ROADS / \ I NOTE : OIL & GAS WELL COORDINATES ATTACHED . REC . NO . 3594663 50' PIPELINE ROW // \\\ I / IL REC . NO . 3016422 rI - - 5 / `J // / — — _— — _ _ 20' PIPELINE ROW I --- _ — REC . NO . 3556401 / � j / III — _—=== _ _ — _\\ _ _ _ ______ - - - , Lw a / / / � I 20 PIPELINE ROW // \\ REC . NO . 3515967 // \\\ / / Illy I III SEC 14 1 /4 COR SEC 16-15 / / I 1 /4 COR SEC 15- 14 II SEC 15 \\ I FOUND 30" NO . 6 REBAR , FOUND 1 - 1 /2" STEEL PIPE , / 1II \\ I 3- 1 /4" ALUMINUM CAP T5N R6 3 3" ALUMINUM CAP / / • STAMPED "2008 , PLS 28258" STAMPED " 1990 , LS 7242" / / III / i T5N R63 I IV _ _ II _ - - - - \ice - - - II AREA = 27, 549 , 626 SQ. FT. = 632. 452 ACRES + /- FENCE LIES 40 .2' WEST . t lI I I,' „ OF SECTION LINE II SEC I6 Ih4� I H ri I IIIdi T51\� 6S � I �\ III I / \\ II � \\ // I IIIIIi ( � � / / Ill dl )� , � Ilyl — II vi o ) II III /// II // // II /// II / /// GRAVEL ROAD OIL & GAS EQUIPMENT II /� I 15 II , \� �_ _ = __ _ — 20' PIPELINE ROW � � ^ � - - - - � _ _ _ // GRAVEL ROAD O - �� III — — — REC . NO . 3556401 — ao J o c� c0 II //// \\ - - - - - IAN ===�� U / \ S {' y 114 TWO-TRACK ROADS // \\ I) O N // �� // \\ at OO O . // //1\\ \ � // \\ iv \ no // � \ I ///// SE114 \\ \ / I c0 I J4 / \\ / \ 0 \ Nr/ / II / O II I- I tJ II I JI • SEC . COR . 16- 15-22-21 ++ ° I 1 /4 COR SEC 15-22 I FOUND 1 - 1 /2" PIPE , -22 O a FOUND 1 - 1 /2" PIPE , I FOUND 1 - 1 /2 PIPE , 11 , 3 ALUMINUM CAP FENCE LIES 0 . 8 SOUTH 0 3" ALUMINUM CAP J I 3" ALUMINUM CAP OO STAMPED " LS 4845" ij STAMPED " LS 4845" OF SECTION LINE STAMPED " LS 4845" U GL0= 39 . 87 CH ( 2631 . 41 ' ) ( R ) GL0= 39 . 87 CH ( 2631 . 41 ' ) ( R ) S89 '45 ' 32 " W 2561 . 71 ' ( M ) OO00O S8944' 28" W 2561 . 33 ' ( M ) ° I SEC// ___ __ 7 ' 5N R6SW ______________ z o N0 . DATE : REV I S 1 ON DESCR I PT 1 ON NAME PREPARED BY : PFS SIGNATURE DATE COLORADO SAND COMPANY THIS AND ANY OTHER ELECTRONIC MEDIA 31 COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 P R 0 J E C T W PREPARED BY ASCENT GEOMATICS SOLUTIONS, LLC EXISTING CONDITIONS C FOR A DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED WHOLE REPREORED TO IN PARTTEONUE TENSIONS OF THELE FOR REUSE N LAND SURVEY PLAT SEC . 15 , TOWNSHIP 6 NORTH, PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions QC REVIEW o MODIFICATION, OF ANY UTILIZATION IF NOT A 8620 Wolff Ct APPROVED RANGE 63 WEST N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS GEDMATICS S0LUJI ) AS Westminster, Colorado 80031 CLIENT PROJECT NO . m 6TH PRINCIPAL MERIDIAN C L I E N T si DNATURE DATE v SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE ASCENT PROJECT NO . TRC_B230001 COUNTY, �T COLORADO UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW WELD CO V 1V T I , COLORADO a EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : 1 " = 300' SHEET N0.APPROVED 6 OF 9 LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SEC 35 SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIPS NORTH , RANGE 63 WEST , 6TH P . M . WELD COUNTY , COLORADO 1 T6 IV Re6 3 �� `,� EXISTING LEGEND \ II GLO = 40 . 00 CH ( 2640 . 00 ' ) ( R ) II �� ALIQUOT CORNER FOUND OR SET AS DESCRIBED GLO = 40 . 00 CH ( 2640 . 00 ' ) ( R ) II- N8923 ' 04" E 2630 . 63 ' ( M ) - \� � N89 " 2107E 2631 . 92 ' ( M ) _ _ - - - - - - - - - - - _ - _ _ �I - - SET MONUMENT AS DESCRIBED - - 1 Ij 48 \\ # EASEMENT AS REFERENCED ON SHEETS 1 -2 II 50' PIPELINE EASEMENT II \ \\ - - SECTION LINE 1 /4 COR SEC 35-2 II REC . NO .4567442 II SEC . COR. 35-36- 1 -2 - QUARTER SECTION LINE SEC . COR . 34-35-2-3 FOUND 30" NO . 6 REBAR, II FOUND 30" NO . 6 REBAR , I I 2- 1 /2" ALUMINUM CAP II II FOUND 30" NO . 6 REBAR, GOVERNMENT LOT LINE 2- 1 /2" ALUMINUM CAP I STAMPED "2017 , LS 38307" II 11 2- 1 /2" ALUINUM MAP PROPOSED LEASE BOUNDARY (SEE NOTE 7) STAMPED 2001 , LS 24657" STAMPED 201X, LS 3XX07" If II FENCE- 4 STRAND BARBED WIRE II II 0 300' 600' II DIRT OR TWO-TRACK ROAD AS SPECIFIED oI NO2 NOoIGRAPHIC SCALE : 1 " = 300' ( M ) MEASURED NO . 4 NU Il I ( R) RECORD (SEE NOTE NO . 5) 1 / p _____________ / / II I � _ _ _ — _ _ II I Oil & Gas Wells Symbols L - - - _ � III / \\ I �I I I �� TWO-TRACK ROADS II II � � WELL - ABANDONED LOCATION (6CI II / TWO-TRACK ROADS / / cNo WELL - SHUT IN II / _ _ � N o _ — — — — \\ WELL - PLUGGED AND ABANDONED / U `•I .O� OO WELL - PRODUCING o _— NW114 o � \�\ II NEI \\ o WELL - TEMPORARILY ABANDONED z / \ I i � I � II I NOTE : \ I -- OIL & GAS EQUIPMENT J OIL & GAS WELL COORDINATES ATTACHED . \\ I\\ GRAVEL ROAD I 4 83 1 /4 COR SEC 2- 1 SEC 2 1 SET 30" NO . 6 REBAR , EC 1 1 /4 COR SEC 3-2 \ 57 19 3- 1 /4" ALUMINUM CAP FOUND 0 . 8'x0 .3'x0 .5' STONE \ STAMPED " PLS 38412" T5 N R � ��Ij50' PIPELINE EASEMENT � 5N3W �J �V �V REC . NO . 3260959 — _�\ rt AREA = 27, 832 , 686 SQ . FT. = 638 . 951 ACRES 1 / SEC 3 II 7 ' 5N R6SW \\ V1 I \\ o \ \ \ \\ /// / / o � C ao o � 1V /// \ / o O III - N cV. NI — 1 \ /// \ — — — ---- --- -- --- -----O — N _ � - - - - - - - - - - - - - - - � TWO-TRACK ROADS I _ _ - -U \D ot� YW `� \�� \ _ _ — — _ _-- 00 / \ \ - � '� fo \ _ — — ___ __ _ ` RECEIVER SITE EASEMENT oZ \\ \ �� _ _ �- �� - REC . NO . 3260959 JO = -— — 50' PIPELINE EASEMENT / IO REC . NO . 32609590 �l /�o 0- --- - - - ---- - ---- - _ __ __ __ __ __ __ 56 82 w 39 gg 18 \\ FENCE LIES 13 . 1 ' WEST � -- 50' PIPELINE ROW \\ OF SECTION LINE SEC . COR . 3-2- 11 - 10 a REC . NO . 3077384 V\ Ji FOUND 30" NO . 6 REBAR, 1 /4 COR SEC 2- 11 COR. 2- 1 - 12- 11 6 REBAR, o• 2- 1 /2" ALUMINUM CAP \\ SET 30" NO . 6 REBAR , I FOUND 30" NO ° STAMPED "2010 , LS 38175" I 3- 1 /4" ALUMINUM CAP I 2- 1 /2" ALUMINUM CAP o FENCE LIES 15 . 7' NORTH I �I STAMPED " PLS 38412" STAMPED "2011 , LS 38175" F', OF SECTION LINE I � GLO = 39 . 86 CH ( 2630 . 75 ' ) ( R ) GLO = 39 . 86 CH ( 2630 . 75 ' ) ( R ) N8939 ' 57 " E 2636 . 86 ' ( M ) N89 `39 57 E 2636 . 86 ' ( M ) \ I S EC 11 J \ iV a T5N R6SW ______________ z z o N0 . DATE : REVISION DESCRIPTION NAME PREPARED BY : PFS SIGNATURE DATE THIS AND ANY OTHER ELECTRONIC MEDIA PROJECT W COLORADO SAND COMPANY 31 COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 PREPARED BY ASCENT GEOMATICS SOLUTIONS. LLC EXISTING CONDITIONS 0 FOR A DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED WHOLE REPREORED TO IN PARTTEONUEXTENSIONS OF THELE FOR REUSE N LAND SURVEY PLAT SEC . 2 , TOWNSHIP 6 NORTH, o PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions QC REVIEW o MODIFICATION. OF ANY UTILIZATION IF NOT A 8620WoffCt APPROVED CLIENT PROJECT NO . RANGE 63 WEST N FINISHED INSTRUMENT. WITHOUT THE PRIOR ASCENT m EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS GEDMATICS SOLUJI ) NS Westminster, Colorado 80031 6TH PRINCIPAL MERIDIAN CLIENT si DNAruRE DATE v SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE ASCENT PROJECT NO . TRC B230001 UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW WELD COUNTY, COLORADO EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : 1 " = 300' SHEET o. APPROVED 7 OF 9 LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SEC 2 SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . WELD COUNTY , COLORADO T51V R6 3I EXISTING LEGEND GL0 = 39 . 86 CH ( 2630 . 75 ' ) ( R ) GL0= 39 . 86 CH ( 2630 . 75' ) ( R ) _ ALIQUOT CORNER FOUND OR SET AS DESCRIBED - N89 °39 ' 57" E 2636 . 86 ' ( M ) - - - N89 39 57 E 2636 . 86 ( M ) SET MONUMENT AS DESCRIBED \ \ II EASEMENT AS REFERENCED ON SHEETS 1 -2 II I - - SECTION LINE NO . SEC . 3-2- 11 - 10 I \ \ I\ I QUARTER SECTION LINE FOUND 30" NO . 6 REBAR, 2- 1 /2" ALUMINUM CAP I \ \ \I SEC . COR. 2- 1 - 12- 11 STAMPED 2010 , LS 38175 1 /4 COR SEC 2- 11\ \ \\ FOUND 30" NO . 6 REBAR, GOVERNMENT LOT LINE SET 30 NO . 6 REBAR, \ \\ 3- 1 /4" ALUMINUM CAP \ 2- 1 /2" ALUMINUM CAP FENCE LIES 33 . 0' WEST \\ STAMPED "2011 , LS 38175" PROPOSED LEASE BOUNDARY (SEE NOTE 7) OF SECTION LINE 12 90 \ \ STAMPED " PLS 38412" -I `-- 40' PIPELINE ROW \ \ FENCE- 4 STRAND BARBED WIRE REC . NO . 4201578 \ \\ / \ I \ I 0 300' 600' _ \\ r / \ DIRT OR TWO-TRACK ROAD AS SPECIFIED I I I I I / \ \ \ \\ /\ I ` N \ GRAPHIC SCALE : 1 " = 300' ( M ) MEASURED I \ \ \\ / / \ / ( R) RECORD (SEE NOTE NO . 5) I OIL & GAS FACILITY \ // \\\ \ // Oil & Gas Wells Symbols fil �] / GRAVEL ROAD �� // o _ \ \ I WELL - ABANDONED LOCATION \ // TWO-TRACK ROADS \\ \ �� // INN WELL - SHUT IN � NI II I - - - - - - - - - - - - - - - --�� ---------- = W - - - - WELL - PLUGGED AND ABANDONED _ _ _ _ _ - - 0o LO I I / 50' PIPELINE ROW \ // WELL - PRODUCING o � I 0 I REC . NO . 3077383 \ \ \\ /%/ II o \ \\ // GRAVEL ROAD II cn WELL - TEMPORARILY ABANDONED Hu. II \ \ \ � � � � \\ /i/ l� to 0 I ++ Ii 50 PIPELINE ROW S\� \\ // �/ I I I REC . NO . 3148021 \ // NEI III I I \ \ NWI \`� \ // 11 NOTE : �I I oo/II\ \ �\ /// // OIL & GAS WELL COORDINATES ATTACHED . I � Ii // // 0 OIL & GAS FACILITY \ \\ // 1 124 90 II 70' PIPELINE ROW - ---I I-- \\ \\ // REC . NO . 4201578 U \ \ \\ / /� II \ \\ I // II \ \\ / \ \ \ SEC // I SET 30" NO . 6 REBAR, J//L// /I�/ 12 III \ / // I 3- 1 /4" ALUMINUM CAP 1 /4 COR SEC 10- 11 III \ \ �\ STAMPED " PLS 38412" SET 30" NO . 6 REBAR, \ T5N ]�j / /1 T5 1\1 /� W 3- 1 /4" ALUMINUM CAP �//fie+ � STAMPED " PLS 38412" ii \ \ \\ _ _ _ \\ -I- 1/ I \ \ \\ AREA = 28 , 050 , 701 SQ. FT. = 643 . 955 ACRES 1 /- / // 1 I FENCE LIES 47 . 2' WEST \ \\ // �� OF SECTION LINE \ \\ SEC III \ 41 83 \\ // \ \ 57 19 \\ I T & // T5N R63 W RECEIVER SITE EASEMENT // I I I REC . NO . 3260959 // It \ -___ // I I OIL & GAS FACILITY � �� // IV II III 77 / 41 83 \� // // II \\ \�// 19 57 \ // I \H. \\ ,',V 50' PIPELINE EASEMENT \�\ /�/ III \\ \\� REC . NO . 3260959 I \\ \\ // � ^ II \\ \i( 7 \\ � / / N N N I I I TWO-TRACK ROADS \\ / II / 4 / / I SE114Op \ ' qt // �� SWI14 \ \\ 1 ' < q o \ // �o // �� \\ / \ ow o �� \ IC ca Z I `I // / GRAVEL ROADS � I I - O to /// � �� \\ o I I „/ \\ / / I OIL & GAS FACILITY FENCE LIES 35 . 8' WEST Date Grantee of Record I \ I Rec.No. OF SECTION LINE 4169979 1 /4/ 16 Rocky Mountain Infrastructure , LLC / / 35' PIPELINE ROW J/" U) I / _ %/ REC . NO . 4169979 tJ �I // / - - - - - \ // (APPROX. LOC . ) // VA // �i // SEC . COR. 11 - 12- 13- 14 I 1 /4 COR SEC 11 - 14 // o // �\ FOUND 1 - 1 /2" PIPE , • SEC . COR. 10- 11 - 14- 15 // FOUND 30" NO . 6 REBAR, // 3" ALUMINUM CAP O FOUND 30" NO . 6 REBAR, I // 3- 1 /4" ALUMINUM CAP // O 3- 1 /4" ALUMINUM CAP I STAMPED "2008 , PLS 28258" STAMPED " LS 4845" M STAMPED "2008 , PLS 28258" N MI _ _ _ _ I _ - - - - - - - - - - - - - - - - - - - - GL0 = 39 . 92 CH ( 2634. 71 ' ) ( R ) GL0 = 39 . 92 CH ( 2634. 71 ' ) ( R ) �� II N89°14' 57 " E 2668. 46 ' ( M ) N89 °15 ' 23 " E 2668 . 52 ' ( M ) /1 14 SEC o __ __ _______ ___ __ 7 ' 5N R6SW _____________ ' h z z o NO DATE : REV I S 1 ON DESCR I PT 1 ON NAME PREPARED BY : PFS sIGNAruRE DATE COLORADO SAND COMPANY THIS AND ANY OTHER ELECTRONIC MEDIA 31 COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 P R 0 J E C T W PREPARED BY ASCENT GEOMATICS SOLUTIONS, LLC EXISTING CONDITIONS o FOR A DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED REPREWHOLE ORED TO IN PARTTEONUITABLE FOR REUSE E TENSIONS OF THEN LAND SURVEY PLAT SEC . 11 , TOWNSHIP 6 NORTH, PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions QC REVIEW o MODIFICATION, OF ANY UTILIZATION IF NOT A 8620 Wolff Ct APPROVED RANGE 63 WEST N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT Westminster, Colorado 80031 CLIENT PROJECT NO . m EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS GE0MATICS S0IAn10NS 6TH PRINCIPAL MERIDIAN I CLIENT si eNAruRE DATE U SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE ASCENT PROJECT NO . TRC_B230001 COUNTY, �T COLORADO UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW WELD CO V 1V T I , I OLORADO a- EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : 1 " = 300' SHEET 0. APPROVED 8 OF 9 LAND SURVEY PLAT PART OF THE SOUTH ONE - HALF OF SECTION 34 , TOWNSHIP 6 NORTH , RANGE 63 WEST , 6TH P . M . SEC I I SECTIONS 2 , 3 , 11 , 10 , 14 , & 15 , TOWNSHIP 5 NORTH , RANGE 63 WEST , 6TH P . M . WELD COUNTY , COLORADO SEC . COR. 10- 11 - 14-15 I / ��/ TJ �� R6 SW W / GL0 �I \ � EXISTING LEGEND FOUND 30" NO . 6 REBAR , 3- 1 /4" ALUMINUM CAP / \ = 39 . 92 CH ( 2634. 71 ' ) ( R ) \ ALIQUOT CORNER FOUND OR SET AS DESCRIBED STAMPED "2008 , PLS 28258" / GL0 = 39 . 92 CH ( 2634. 71 ) ( R ) \\ II N89 14 57 E 2668 . 46 ' ( M ) / N89 °15 ' 23 " E 2668 . 52 ' ( M ) - - - - - - - - - - - - - - - - 4 SET MONUMENT AS DESCRIBED II A EASEMENT AS REFERENCED ON SHEETS 1 -2 \ \/�l - - SECTION LINE OIL & GAS EQUIPMENT SEC . COR . 11 - 12- 13- 14 QUARTER SECTION LINE FENCE LIES 28 . 5 WEST 1 /4 COR SEC 11 - 14 \ FOUND 1 - 1 /2 PIPE , GOVERNMENT LOT LINE OF SECTION LINE FOUND 30" NO . 6 REBAR, \ � 3" ALUMINUM CAP 3- 1 /4" ALUMINUM CAP PROPOSED LEASE BOUNDARY (SEE NOTE 7) STAMPED "LS 4845" ( STAMPED "2008 , PLS 28258" � FENCE- 4 STRAND BARBED WIRE II 0 300' 600' I II DIRT OR TWO-TRACK ROAD AS SPECIFIED GRAPHIC SCALE : 1 " = 300' ( M ) MEASURED GRAVEL ROAD II ( R) RECORD (SEE NOTE NO . 5) ) I I I Oil & Gas Wells Symbols 0 WELL - ABANDONED LOCATION o - II o WELL - SHUT IN N UI I � I = ,�, WELL - PLUGGED AND ABANDONED NWI NEI /4 1 /4 WELL - PRODUCING N II o N o WELL - TEMPORARILY ABANDONED oz I II o at II NOTE : OIL & GAS WELL COORDINATES ATTACHED . I I I III 1 I Ii II II 1 /4 COR SEC 15- 14 SEC 14 1 /4 COR SEC 14- 13 EC 13 FOUND 1 - 1 /2" PIPE , FOUND 30" NO . 6 REBAR, I ` 3" ALUMINUM CAP 3E1 0 PLS 2 CAP T5N STAMPED " LS 4845" � 51\1 ][� �/�IrSTAMPED "2008 , PLS 28258" I b 6 3 J/ �/ II FENCE LIES 40 .2' WEST I AREA = 27, 830 , 228 SQ. FT. 638 . 894 ACRES 1 /- OF SECTION LINE II I I I II I � i � jl SEC 15 II II II I I II 7 ' 5N R6SH/ I ► I I II I 1 i / / TWO-TRACK ROAD ^ I \ / / TWO-TRACK ROAD \ , o g OIL & GAS EQUIPMEN\ -- - - ____-__ - /�\ \ O _ _ __ & / / \\ � N - - N _ _ _ __ _ 0 \� � `_ = OIL & GAS EQUIPMENT ii \ = _ _ z. _ o / / /�/ \\ UJI v I � aa j "- \\ GRAVEL ROAD 51/ \47 J / \\ / \ \ o qt O 30 PIPELINE ROW o q o / /t 63 REC . NO . 377973 /j \\ \ / \\ 't O SE1 /4 \\ O N 0. SWI14 NN / \ \ \\ III \ rl \ \ \ IIL 20' PIPELINE ROW 0 \ \ \ \ ) 0 REC . NO . 3537452 / / oi I 11 (/) \ J I /1/ tJ t I tJ �I 11 a SEC . COR. 15- 14-23-22 J� FOUND 1 - 1 /2" PIPE , III 1/1l o 3" ALUMINUM CAP I 1 /4 COR SEC 14-23 ll • SEC . COR . 14- 13-24-23 0 STAMPED " LS 4845" FOUND 1 - 1 /2" PIPE , III FOUND 1 - 1 /2" PIPE 0 o FENCE LIES 0 . 8' SOUTH FENCE LIES 0 . 1 ' SOUTH 3" ALUMINUM CAP FENCE LIES 2 . 9' NORTH 3" ALUMINUM CAP M0 OF SECTION LINE I OF SECTION LINE STAMPED " LS 4845" OF SECTION LINE STAMPED " LS 4845" N • .. - � -� �� - - - - - - - - - 2 -X - - - - GL0= 39 . 84 CH ( 2629 . 43 ) ( R ) - - - - - - - - - - - - - - - - - - - - - - - = = GL0= 39 . 84 CH ( 2629 . 43' ) ( R ) I I II S89 °53' 22" W 2559 . 09 ' ( M ) S89 36 11 W 2558 . 71 ( M ) � 23 ii o z ___ __ 7 ' 5N R6SW _____________ z o N0 . DATE : REV I S 1 ON DESCR I PT 1 ON NAME PREPARED BY : PFS SIGNATURE DATE COLORADO SAND COMPANY THIS AND ANY OTHER ELECTRONIC MEDIA 31 COUNTERPART IS AN INSTRUMENT OF SERVICE DRAWN GLP 12/21 /23 P R 0 J E C T W PREPARED BY ASCENT GEOMATICS SOLUTIONS, LLC EXISTING CONDITIONS C FOR A DEFINED PROJECT. IT IS NOT INTENDED OR DESIGNED REPREWHOLE ORED TO IN PARTTEONUE TENSIONS OF THELE FOR REUSE N LAND SURVEY PLAT SEC . 14, TOWNSHIP 6 NORTH, 0 PROJECT OR ANY OTHER PROJECT. REUSE OR Ascent Geomatics Solutions QC REVIEW 0 MODIFICATION, OF ANY UTILIZATION IF NOT A 8620 Wolff Ct APPROVED RANGE 63 WEST N FINISHED INSTRUMENT, WITHOUT THE PRIOR ASCENT Westminster, Colorado 80031 CLIENT PROJECT NO . m EXPRESS WRITTEN CONSENT OF ASCENT GEOMATICS GEOMATICS SOLUJIONS 6TH PRINCIPAL MERIDIAN I CLIENT si eNAruRE DATE v SOLUTIONS SHALL BE AT THE SOLE RISK FOR THE ASCENT PROJECT NO . TRC_B230001 COUNTY, �T COLORADO UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS TBPLS FIRM NO. 10194123 REVIEW WELD CO V 1V T I , I OLORADO a EXPOSURE TO ASCENT GEOMATICS SOLUTIONS. SCALE : 1 " = 300' sseeer o. 9 OF 9 APPROVED Exhibit 5 Page 1 EXHIBIT 5 TRUSTEE DOCUMENTS Include if the owner is a Trust. Kersey Mine is not owned by a Trust. Therefore, this requirement does not apply . Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised: A., TR, c 1526 Cole Blvd ., Suite 150 303 , 792 . 5555 Lakewood, CO 80401 TRCcompanies . com December 3 , 2024 Mr. Maxwell Nader Planning Manager Department of Planning Services 1402 North 17th Avenue Greeley , Colorado 80631 RE : Colorado Sand Company II , LLC Response to USR Completeness Review Dear Mr. Nader: TRC , on behalf of Colorado Sand Company II , LLC (CSC) , herewith responds to the Department of Planning Services November 25 , 2024 Completeness Review as pertaining to the pending PRE-23- 0269 Use By Special Review Application . The following is a complete list of Revised Documents associated with this response package : • Colorado Sand Company 11, LLC 's Response to USR Completeness Review • Attachment A Weld County Planning Completeness Review Form • Attachment B Statement of Authority • Attachment C Exhibit 8: Planning Questionnaire • Attachment D Exhibit 25: Environmental Health Questionnaire • Attachment E Exhibit 26: Water Supply Documentation • Attachment F Exhibit 27: Sewage Disposal Documentation TRC appreciates the Department 's comments . Should you have any questions or require additional information please feel free to contact Brady Reece (970) 978- 9858 or Dustin Krajewski (970) 214- 0548 . Sincerely , • asolvoCto- TRC Dustin Krajewski , PE Project Manager on Behalf of Colorado Sand Company II , LLC tor TRec 1526 Cole Blvd ., Suite 150 303„ 792 . 5555 Lakewood, CO 80401 TRCcompanies . com Colorado Sand Company II , LLC Response to USR Completeness Review PRE-23 -0269 Use by Special Review Application December 3 , 2024 TRC , on behalf of Colorado Sand Company II , LLC (CSC) , herewith responds to the Department of Planning Services November 25 , 2024 Completeness Review as pertaining to the pending PRE -23- 0269 Use By Special Review Application . The responses to each comment are provided in numerical sequence in order to facilitate the Department 's further review. Planning Comments: (1) Please submit a copy of this form when you submit the revisions to your Land Use Application. CSC Response : CSC submits a copy of the Completeness Review from the Department of Planning Services as Attachment A . (2) Statement of Authority for Colorado Sand Company II, LLC. Statement of Authority has Registered Agent Solutions Inc. But we need connection for Brady Reece to sign on behalf of Colorado Sand Company II, LLC. CSC Response : CSC submits a Statement of Authority from Colorado Sand Company II , LLC with written consent from the Board of Directors granting Brady Reece authority to act on behalf of the company as Attachment B . (3) Does Colorado Sand Company II, LLC have financial surety for this project yet through DRMS ? CSC Response : CSC has DRMS approval but plans to place the bond after USR approval . CSC understands the bond to be a condition of construction . (4) Keep in mind you will need to request the 24-hour operation to the BOCC. CSC Response : This comment is duly noted . An updated Exhibit 8 : Planning Questionnaire ( Question 6 response, page 2) outlining CSC's plan to request a 24- hour operation from the Weld County Board of County Commissioners is provided as Attachment C . Engineering Comments (5) The applicant shall submit either a Preliminary Drainage Report with detention pond design or a Drainage Narrative addressing all eight (8) items listed in the comments. The applicant can refer to Sections 8- 11 -40 and 8- 11 -45 for drainage requirements. CSC Response : TRC provided Exhibit 22 : Preliminary Drainage Report with the original USR submittal . Per a 12/4/24 email from Mike McRoberts in the Weld County Planning and Zoning Department , TRC understood Exhibit 22 : Preliminary Drainage Report was not received by Mr. McRoberts for engineering review . TRC emailed the Exhibit directly to Mr. McRoberts on 12/2/24 . TRC trusts that Exhibit 22 : Preliminary Drainage Report is currently on file with Weld County Department of Planning Services . However, if necessary , another copy of Exhibit 22 : Preliminary Drainage Report can be provided upon request . Response to USR Completeness Review December 3, 2024 Page 2 of 2 Public Health Comments: (6) The application states "Potable water will be purchased from an existing public water supply system and trucked in by a third-party contractor and stored in an on-site holding tank " This is not an acceptable procedure as cisterns are not allowed when other water sources are available. Please provide either a well permit that allows for sanitary uses or an application for a new well that has been sent to the Division of water resources. It is acceptable for mines to utilize portable toilets as mining is considered a temporary use. If applicant would prefer to use that option, please update the EH questionnaire. CSC Response : This comment is duly noted . CSC will utilize portable toilets as acceptable for mining and import bottled water for drinking and sanitary uses . An updated Exhibit 25 : Environmental Health Questionnaire is provided as Attachment D (question 2 response, page 1) , an updated Exhibit 26 : Water Supply Documentation is provided as Attachment E (paragraph 5, page 2) , and an updated Exhibit 27 : Sewage Disposal Information is provided as Attachment F (paragraph 1, page 1) . 4% ATTACHMENT A WELD COUNTY PLANNING COMPLETENESS REVIEW WELD COUNTY PLANNING Completeness Review S UBMITTAL DATE : 10/31 /2024 TYPE OF APPLICATION : USR ( PRE23-0269) PARCEL NUMBER : 096515100004 , 096514100001 , 096511100002 , 096510200003 , 096510100008 , 096502100001 , 079934100003 , 096503100009 OWNERS : Steve Wells c/o Colorado Sand Company II , LLC LEGAL DESCRIPTION : S4 of Section 24 , T6N , R63W and Sections 2 , 3 , 10 , 11 , 14 , 15 , T5N , R63W of the 6th P . M . , County of Weld , State of Colorado . P LEASE NOTE : The following completeness review notes are provided as a courtesy to the applicant . While we strive to identify significant issues , the following notes may not identify all issues, even major ones that may be raised during the formal review of your application . The information contained herein has been placed on file with the Department of Planning Services . Please submit a copy of this form when you submit the revisions to your Land Use Application . If you have any questions regarding the process and/or application , please call Maxwell Nader at 970- 400-3527 or email at mnader@weld . gov REVIEW STAFF : Planning : Maxwell Nader mnader@weld . gov 970-400-3527 Building : Rob Godin rgodin@weld . gov 970-400-3533 Public Health : Lauren Light ( light@weld . gov 970-400-2211 Engineering : Mike McRoberts mmcroberts@weld . gov 970-400-3798 REVIEW : Please submit the below listed items to the Department of Planning Services. P LANNING COMMENTS : The Department of Planning Services has reviewed the Completeness Review and has the following comments . 1 . Please submit a copy of this form when you submit the revisions to your Land Use Application . 2 . Statement of Authority for Colorado Sand Company II LLC . Statement of Authority has Registered Agent Solutions , Inc. But we need connection for Brady Reece to sign on behalf of Colorado Sand Company II , LLC . 3 . Does Colorado Sand Company II , LLC have financial surety for this project yet through DRMS ? 4 . Keep in mind you will need to request the 24- hour operation to the BOCC . ENGINEERING COMMENTS : The applicant shall submit either a Preliminary Drainage Report with detention pond design or a Drainage Narrative addressing all eight (8 ) items listed in the comments . The applicant can refer to Sections 8- 11 -40 and 8- 11 -45 for drainage information . Weld County Department of Planning Services 1402 North 17th Ave , Greeley CO 80631 Phone : 970-400-6100 Fax: 970-304-6498 WELD COUNTY PLANNING Completeness Review PUBLIC HEALTH COMMENTS : The application states " Potable water will be purchased from an existing public water supply system and trucked in by a third- party contractor and stored in an on -site holding tank . " This is not an acceptable procedure as cisterns are not allowed when other water sources are available . Please provide either a well permit that allows for sanitary uses or an application for a new well that has been sent to the Division of water resources . It is acceptable for mines to utilize portable toilets as mining is considered a temporary use . If applicant would prefer to use that option , please update the EH questionnaire . BUILDING COMMENTS : No comments at this time . Weld County Department of Planning Services 1402 North 17th Ave , Greeley CO 80631 Phone : 970-400-6100 Fax: 970-304-6498 ATTACHMENT B Statement of Authority Docusign Envelope ID: 00C1 B67D-1192-478D-AC11 -E2DC93B0A323 COLORADO SAND COMPANY, LLC DIRECTORS ' WRITTEN CONSENT TO ACTION December 2, 2024 The undersigned, being all of the members of the Board of Directors (the "Directors") of Colorado Sand Company, LLC, a Delaware limited liability company (the "Company") do hereby consent to, ratify and affirm the following: RECITALS A. Pursuant to the Company's Fourth Amended and Restated Limited Liability Agreement dated May 23 , 2022, management of the Company is vested in the Directors . B . The Company is the sole member of Colorado Sand Company II, LLC, a Delaware limited liability company (the "Subsidiary") . C . Pursuant to the Subsidiary's Limited Liability Agreement dated April 4, 2024, management of the Subsidiary is vested in a board of managers (the "Managers"). D. Brady Reece ("Reece") is the Chief Commercial Officer (the "CCO") of both the Company and the Subsidiary. E . The Company and the Subsidiary, each desire for Reece to sign on their respective behalf, such necessary permits for the Company and/or the Subsidiary's operations. RESOLUTIONS 1 . The Directors of the Company and the Managers of the Subsidiary hereby authorize Reece, in his capacity as CCO, to execute, sign and submit all permits necessary for the Company and/or Subsidiary's operations (the "Authority") . 2 . The Authority includes, but is not limited to, the power to : (a) Prepare and file all permit applications ; (b) Provide any required supplemental information or documentation; (c) Pay any associated fees ; and (d) Communicate with relevant regulatory bodies regarding such permits . 3 . The Authority granted herein is limited to permits directly related to and necessary for the Company and/or the Subsidiary's core business operations . 4. This Authority shall remain in effect until revoked by the Company and/or the Subsidiary or at such time that Reece ceases to hold the position of CCO, whichever occurs first. Docusign Envelope ID: 00C1 B67D-1192-478D-AC11 -E2DC93B0A323 SIGNATURE PAGE TO DIRECTORS ' WRITTEN CONSENT TO ACTION IN WITNESS WHEREOF, the undersigned being all of the Board of Directors of Colorado Sand Company, LLC, a Delaware limited liability company and all of the board of managers of Colorado Sand Company II, LLC, a Delaware limited liability company have executed this Consent as of the date first above written. COLORADO SAND COMPANY, LLC COLORADO SAND COMPANY II, LLC 7.t: �DocuSigned by: ` :(i____„, t •By' 6736489... By. —33FCC1210736489... Name : Jamie Farmer Patterson Name: Jamie Farmer Patterson Title : Director Title : Manager Signed by: Signed by: ct Ui, # xSbl11, a u,V'SoIA, By: D4E- 179412... By: D NAltid,FY4 I B'F3094 i2... Name : David G. Patterson Name : David G. Patterson Title : Director Title : Manager BEING ALL OF THE DIRECTORS OF BEING ALL OF THE MANAGERS OF COLORADO SAND COMPANY, LLC COLORADO SAND COMPANY II, LLC ATTACHMENT C Exhibit 8 : Planning Questionnaire Exhibit 8 Page 1 EXHIBIT 8 PLANNING QUESTIONNAIRE Answer the questions per Section 23-2-260. A, B, C & E of the Weld County Code. Please type on a separate shed. If a question does not pertain to your proposal, please respond with an explanation — do not leave questions blank. Questions included in the USR Procedural Guide are attached. (1) Explain the proposed use and business name. The Kersey Mine is to be an open-cut (truck and hydraulic excavator and/or front-end loader) industrial sand mining and processing operation that will employ a continuously advancing pit with concurrent reclamation. (2) Explain the need for the proposed use. The extraction of construction materials, and the reclamation of land affected by such extraction, are recognized as both necessary and proper activities by the State of Colorado, as per Colorado Revised Statutes 34 -32- 100 et seq, as amended. Colorado Sand Company II, LLC (CSC) has identified a viable market within Weld County and surrounding areas for industrial sand products to be utilized by the oil and gas sector. Such industrial sand resources or deposits can only be developed in locations where they naturally occur, such as the sand deposit identified and delineated at the proposed Kersey Mine location. Given the presence of a technically feasible and economically viable sand deposit, its proximity to market end-users, and the existence of a viable market for the produced material, CSC has identified and defined a need for the use of a localized source, which will proportionately reduce the need for out-of-state sources. In addition, localized sourcing will provide positive economic and other contributions to Weld County in the form of tax revenues, direct employment, indirect support services employment, etc. (3) Describe the current or previous use of the land, if any. The "Permit Area," which refers to the 4,018 acres consisting of the S1/4 of Section 34, T6N, 63W and Sections 2, 3 , 10, 11 , 14, 15 , T5N, R63W that is being permitted consistent with the Colorado Division of Reclamation, Mining and Safety (DRMS) Construction Materials Regular ( 112) Operation Reclamation Permit Application. , was historically used for grazing but is currently being used for oil and gas well field development. There is a relatively dense presence of active and inactive wells, as well as several natural gas pipelines running throughout the Permit Area. (4) Describe the proximity of the proposed use to residences. Three residences are within one mile of the Permit Area. The nearest residential structure is a Single-Family Residential Occupancy on Agricultural zoning owned by Wells Ranch. This one-story ranch is located within Assessor' s Parcel Number 079934100003 . The parcel is in Section 34, Township 06 North, Range 63 West. The structure is northwest of the mine plant area, approximately 4,500 feet from the mine plant entrance, 6,300 feet from the plant exit, 1 ,500 feet from the Permit Area boundary, and 2,900 feet from the active mine area, which refers to Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: December 3 , 2024 Exhibit 8 Page 2 the 1 ,902 acres consisting of specific portions of the permit area where extraction will take place for a period of approximately 20 years. The two remaining residences are situated at distances further than the one previously described. A single-family residence lies south of the Permit Area, roughly 3 ,200 feet from the Permit Area boundary . This one-story ranch house is located on Agricultural zoning within Assessor' s Parcel Number 096523300004, which is majority-owned by 70 Ranch LLC (55% interest) , with eight other individuals holding a 45% combined interest. The parcel is in Section 23 , Township 05 North, Range 63 West. A Single-Family Residential Occupancy on Agricultural zoning owned by 70 Ranch Investment Trust is southwest of the site, roughly 4,700 feet from the Permit Area boundary . This one-story ranch is located within Assessor' s Parcel Number 96521400003 in Section 21 , Township 05 North, Range 63 West. This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site, http ://www . co .weld. co .us . This data was collected in January 2024 . (5) Describe the surrounding land uses and explain how the proposed use is compatible with them. The land directly surrounding the proposed Kersey Mine consists mainly of rangeland and oil and gas wells (active and inactive) and associated well pads. The land within the Site is not currently being used for cattle grazing. Furthermore, situated within 3 miles to the northwest are a sod production farm and a dairy farm facility . Within 1 mile to the southeast, there is a natural gas company facility. To the west, within 3 miles, there is another dairy farm facility , a ranch, and two farms. None of these surrounding land uses will be altered by the proposed mining operation. (6) Describe the hours and days of operation (e.g., Monday through Friday 8:00 a.m. to 5:00 p.m.) In-pit mining, storage, processing, and sales activities will be conducted up to 24 hours per day, seven days per week (upon approval by the Weld County Board of County Commissioners (BOCC)) . CSC will request that the Weld County BOCC allow the Kersey Mine to extend the hours of operation beyond daylight hours, as the design and success of this facility is dependent on continuous plant operation. Section 23 -4-290 .B of the Weld County Code, amended by Ordinance 2019- 18, allows the BOCC to authorize additional hours of operation for sand and gravel operations when deemed appropriate. (7) Describe the number of employees including full-time, part-time, and contractors. If shift work is proposed, detail number of employees, schedule, and duration of shifts. Total number of full-time employees will be approximately 100 . Part-time employees, or more likely contractors, will be utilized for reclamation work from spring thaw through fall planting season. There will be two 12 -hour shifts: 6/7 a.m. to 6/7 p.m. and 6/7 p.m. to 6/7 a.m, with about 50 employees at the site at the same time. (8) Describe the maximum number of users, patrons, members, buyers, or other visitors that the use by special review facility is designed to accommodate at any one time. Approximately seven delivery drivers (UPS, FedEx, Freight Deliveries, Fuel Deliveries, etc. ) and 457 customer truck drivers per day will access the site during operations. 98 employees will also access the site per day . In total, trucks hauling sand from the site and other vehicles are expected to access the site approximately 562 times per day . Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: December 3 , 2024 Exhibit 8 Page 3 (9) List the types and maximum numbers of animals to be on the site at any one time (for dairies, livestock confinement operations, kennels, etc.). There will be no animals on site. Barbed wire cattle fencing surrounds the Permit Area and will remain during mine operations to restrict access to the site . (10) List the types and numbers of operating and processing equipment to be utilized. • Hydraulic Excavator ( 1 ) • Front-End Loader (3 ) • Bulldozer ( 1 ) • Articulated Haul Truck (5) • Water Truck ( 1 ) • Roller Compactor ( 1 ) • Utility Pickup (3 ) • Track Loader (2) • Utility Terrain Vehicle (5 ) (11) List the types, numbers, and uses of the existing and proposed structures. The Permit Area contains 181 operating and abandoned oil and/or natural gas wells, connected via dirt roads. The active mine area only contains plugged and abandoned wells or abandoned well locations as verified with Colorado Energy & Carbon Management Commission records. Buildings proposed for the plant would include a wet plant enclosure, wet sand storage building, mine offices, maintenance, and dry storage buildings. See Exhibit 9-7 : Process Plant Site Plan for further details. Plant equipment and buildings will be painted with a light tan colored paint to blend into the surrounding rangeland areas. (12) Describe the size of stockpile, storage, or waste areas to be utilized, if any. CSC will employ several stockpiles, storage, and/or areas for off-spec sand (i.e. process discard) in conjunction with the Kersey Mine, some of which will be temporary or transitory , while others will be long-term or permanent. The initial year of operations will be utilized to develop sufficient pit void to accommodate salvaged growth medium and process discard stockpiles, with initial pre-strip volumes being placed (and stabilized) within a temporary stockpile ahead of the mining advance . This temporary stockpile is shown as TS-0 in Exhibit D-2 : Mining Plan of the DRMS Permit, as approved, attached in Exhibit 38 : Copy of DRMS Application. Growth Medium Stockpiles) Initial mine development will require the establishment of a temporary "growth medium" stockpile (TS -0) within the west portion of the Year 7 mine block, south of the process plant area (refer to Exhibit 9-1 : Use by Special Review Plat Maps (24"x36" — Extraction Plan Map Sheet 5 of 9) . TS-0 is estimated to contain approximately 291 ,000 cubic yards at full buildout (886 ft x 697 ft x 15 ft high) . It is anticipated that concurrent reclamation of portions of the non-utilized areas of disturbance will subsequently deplete the stockpile prior to the advance of active mining into the Year 7 mining block. Mine pit initialization will establish the long-term medium stockpile (TS- 1 ) within the Year 1 mine block pit floor, expanding westward into the mine blocks of year 2 through year 6 Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: December 3 , 2024 Exhibit 8 Page 4 (refer to Exhibit 9-1 : Use by Special Review Plat Maps (24"x36" - Extraction Plan Map Sheets 4 & 5 of 9) . At its maximum buildout, anticipated to be at the end of Year 8, the TS- 1 stockpile volume will reach an estimated 592,000 cubic yards, and occupy an area roughly 2, 173 ft by 1 ,638ft (21 acres) , with a nominal height of approximately 87 ft. At the end of life-of-mine (and with advanced reclamation during operations), all TS - 1 material will be (or will have been) relocated to areas where mining has been completed, in order to facilitate final site reclamation for all affected areas. Thus, no growth medium stockpile(s) will remain present at the conclusion of operations. Run-of-Mine (ROM) Stockpile The ROM stockpile will comprise the "feedstock" material to be processed through the plant. It will be initially established and generally maintained at a relatively constant volume of approximately 352,000 cubic yards of material. It is anticipated that this feature will occupy an area roughly 933 ft by 437 ft (8 . 5 acres) with a nominal height of approximately 20 ft. It will serve as the surge stockpile for plant operations; thus, it will be constantly added to throughout the duration of life-of-mine; however, plant through-put will be balanced with mine production. As such, its size and volume will remain relatively consistent throughout the life-of-mine, and the feature will be fully consumed during and/or by the end of operations. Process Discard Stockpile Plant operations will generate a process discard stockpile which will be comprised of undersize and oversize materials ("reject") that do not meet saleable product size criteria. Therefore, a process plant discard stockpile will be established (and maintained for the duration of operations) at a location extending westerly from the northernmost portion of the plant area (refer to Exhibit 9-1 : Use by Special Review Plat Maps (24"x36" - Extraction Plan Map Sheets 4 & 5 of 9) . The process discard stockpile will be established on the pit floor within the Year 1 pit void, gradually increasing/extending westerly throughout the life-of-mine, eventually occupying portions of the Year 2 through Year 6 pit floors; however, discard materials will also be added in "lifts" to minimize the areal extent of the feature. It is estimated that the process discard stockpile, at full buildout, will contain a volume of approximately 17,600,000 cubic yards, occupying an area roughly 4,561 ft by 1 ,794 ft (60 acres) with a nominal height of approximately 110 to 120 ft above the surrounding terrain. At the end of life -of-mine, the process discard stockpile will be reclaimed through crest and slope reduction (resulting in a final average height of approximately 70 ft above surrounding terrain), placement of growth medium, and revegetation. Plant (In-Process) Stockpiles Minor stockpiles that are to be temporary in nature will be generated within plant operations areas (refer to Exhibit 9-1 : Use by Special Review Plat Maps 24"x36" - Extraction Plan Map Sheet 5 of 9) . These will be mainly associated with plant scalping operations which will remove from the process any oversize and/or other reject material, screening operations, filter cake residues (undersize), etc. Each of these varieties of stockpiles will be of limited footprint (area/volume), and interim or temporary in nature. The so -collected materials, comprised of inert reject sands only , will be routinely removed and placed within the process discard stockpile; or, in limited circumstances, utilized for pit backfill. Accordingly, none of these "in-process" stockpiles will remain in place at the end of operations. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: December 3 , 2024 Exhibit 8 Page 5 (13) Describe the method and time schedule of removal or disposal of debris, junk, and other wastes associated with the proposed use. Solid non-hazardous waste removal will be contracted through the commercial entity Waste Management Corporation, and pickup/removal frequency will be subject to standard contract terms. At a minimum, CSC anticipates weekly removal with interim holding periods being addressed using industrial -sized dumpsters and/or roll-off units, as may be required. All waste oils and other materials such as motor oil, antifreeze, hydraulic oil, and transmission fluid will be managed under vendor contract and disposition subject to all applicable Resource Conservation and Recovery Act guidelines and requirements. CSC will lease mobile equipment and have maintenance agreements in place for servicing mobile equipment. Please see Exhibit 29 : Waste Handling Plan for further details. (14) Include a timetable showing the periods of time required for the construction of the operation. Site development activities will likely commence within 3 months of obtaining all necessary permits, approvals, and authorizations. Such development activities will include plant area site preparation, followed by plant facilities construction and concurrent pit "development" activities (i. e. , the simultaneous establishment of initial, pit-floor process discard stockpile location, thus providing an initial ROM stockpile) to ready the mining zone for full -scale, steady -state operations. CSC estimates approximately 10 to 12 months for site development, plant construction, initial pit development, and plant commissioning. Once all facilities are in place and fully functional, a rapid ramp-up to the "full-scale" production level of approximately 5 million tons of ROM material is anticipated. At a steady-state production level of a nominal 5 million tons of ROM per year (to include Year 1 ), the life-of-mine is projected to be 20 years. The overall duration of actual mining (and processing) activity (i.e. , life -of-nine) is dependent on the total available (economically viable) resource base and is also subject to market conditions, unforeseeable mining or processing interruptions, and/or weather-induced delays, etc . Concurrent reclamation will commence in Year 3 and all mining blocks will have been reclaimed at such time mining operations cease. Each reclaimed mining block will be individually subject to a five-year monitoring and maintenance period to ensure successful revegetation and stabilization, with potential partial bond release(s) as an objective. Site closure and reclamation will conunence following completion of all mining and processing operations. Terminal pit reclamation will occur concurrent with plant facilities demolition, with the (then former) plant area being reclaimed using previously stockpiled growth medium (dedicated specifically to final reclamation activities), as further described in the Colorado Division of Reclamation, Mining and Safety (DRMS) 112 Permit Application Exhibit E: Reclamation Plan and the therein-contained Table E-1 : Reclamation Sequence and Projected Material Balance. CSC will similarly carry out post-closure monitoring and maintenance for all otherwise (more recently) reclaimed areas associated with the pit operations (and related haul road infrastructure) for a five -year period commencing upon completion of all final site reclamation activities. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: December 3 , 2024 Exhibit 8 Page 6 (15) Describe the proposed and existing lot surface type and the square footage of each type (i.e. asphalt, gravel, landscaping, dirt, grass, buildings). Gravel : 958,793 sq ft Grass: 0 sq ft Buildings : 971 ,956 sq ft Landscaping: 0 sq ft Concrete : 2,070,595 sq ft (16) How many parking spaces are proposed? How many handicapped (ADA) parking spaces are proposed? Along the gravel Plant Road, a total of 58 parking spots are proposed on a gravel surface. At the south end of the Plant Road, 12 parking spots are proposed near the Mine Office, Supervisor' s Office, and Quality Control Lab. Further north, 40 parking spots are proposed along the Plant Road between the Employee Break Room and the Maintenance/Parts Storage Building. An additional six proposed parking spots, along the plant road, are proposed near the Electric House and Scale House. No ADA parking spots are proposed. (17) Describe the existing and proposed fencing and screening for the site including all parking and outdoor storage areas. Barbed wire cattle fencing is in place around the property and will remain throughout the life of the mine . Once areas are reclaimed, new barbed wire fencing will be erected to control the flow of cattle. Safety berms will be constructed around the perimeter of all pit areas. (18) Describe the existing and proposed landscaping for the site. An open mine pit at the site is proposed. The existing landscape consists of rangeland and oil and gas wells. No on- site landscaping is proposed. Please see Exhibit 11 : Landscape and Screening Plan for further details. (19) Describe reclamation procedures to be employed as stages of the operation are phased out or upon cessation of the Use by Special Review activity. The final reclamation plan is fully detailed within Exhibit D : Reclamation Plan of the DRMS Permit, as approved in attached Exhibit 31 : Engineering, Design, and Operations Plan. The Kersey Mine will utilize "concurrent reclamation" throughout the life-of-mine: thus, at the end of operations, only the terminal pit, plant operations areas, and primary haul roads will require reclamation. The terminal pit will be reclaimed through perimeter slope reduction to a nominal 3H : 1 V gradient (and in some instances, as low as 5H : 1V) , growth medium will be placed to a nominal depth of 8 to 12 in, and the seed mix used to revegetate the pit will be determined in coordination with the landowner, CPW, and Natural Resources Conservation Service (NRCS), and if feasible, implement recommendations for reclamation of the project area with native species and replacement ratios. Thereafter, the area will be subject to a five-year post-closure monitoring and maintenance period, with a financial warranty remaining in place through DRMS . The plant operations area will be reclaimed through the removal and/or demolition of all plant infrastructure. Concrete foundations will be demolished to a nominal depth of 18 in below the existing ground surface, and the inert concrete rubble disposed of within the Year 1 pit void for subsequent cover through the significant crest and slope reduction of the process discard stockpile. Compacted areas (roadways, etc.) will be scarified. All affected area(s) will receive a nominal 8 to 12 in cover of growth medium, and the seed mix used to revegetate the pit will be Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: December 3 , 2024 Exhibit 8 Page 7 determined in coordination with the landowner, CPW, and NRCS and if feasible, implement recommendations for reclamation of the project area with native species and replacement ratios. Thereafter, the area will be subject to a five-year post-closure monitoring and maintenance period, with a financial warranty remaining in place through DRMS . Remaining primary haul roads will be scarified to reduce/eliminate compaction, covered with a nominal 8 to 12 in growth medium, and revegetated in coordination with the landowner, CPW, and NRCS in order to achieve the desired post-mining land use characteristics of rangeland. Thereafter, the area will be subject to a five -year post- closure monitoring and maintenance period, with a financial warranty remaining in place through DRMS . (20) Describe the proposed fire protection measures. For minor fires, dispatch will be notified immediately . In the case that a fire is particularly very small in size or considered minor (i.e., smoking wastebasket or smoldering trash can), the onsite fire extinguishers will be used in an attempt to extinguish the fire if possible and the onsite Plant Manager will be notified. For all other fires that are not considered very small in size, the Galeton Fire Protection Fire District will immediately be called by dialing 911 . Once connected with Emergency Services, the plant address and exact location of the fire on the plant site area (i.e. , building location) will be provided to 911 Dispatch. If the building is not clearly labeled or addressed in a way that is visible from the exterior of the building, a landmark or other distinguishing detail to better describe the exact location of the fire will be provided to 911 Dispatch. Once 911 has been contacted and all appropriate details have been provided to emergency services, the Plant Manager will be notified, and similarly , the location of the fire will be described to him/her. The Plant manager is delegated to be the responder for plant emergencies such as fires. The responsibilities of the Plant Manager, in the case of a fire, are as follows. ( 1 ) Evaluate the situational crisis based on the information provided on the telephone call or in-person notification. (2) Coordinate effort to relocate all personnel and other person(s) on site (i.e. , customers, vendors, or subcontractors) to the designated "rally" point. (3 ) Notify Emergency Services (i.e., the Fire Department) — 911 as necessary . (4) Go to the scene of the fire to assist the fire personnel. (5) Conduct a head count to ensure all personnel are accounted for. (6) Inspect the areas for safety prior to re-occupying and give the "all clear" for reoccupation. (7) Following the incident, conduct a formal briefing of the incident and discuss the actions taken. Discuss recommendations to prevent similar accidents and recommended improvements in case a similar incident should occur. In the case that a fire located off-site is observed by an on-site person(s), the person(s) should immediately notify 911 Emergency Services and the Plant Manager so precautions can be made to mitigate the fire from spreading to surrounding areas. If an individual is faced with the circumstance of extinguishing or containing a fire, one should use their own judgment in attempting to control the fire, so as to not sacrifice personal safety . Portable fire extinguishers are in all buildings, structures, and mobile equipment. In the case of vehicle/equipment fires, the following protocol shall be followed. Relevant to vehicle/equipment electrical fires : the operator shall pull to the side of the haul road or to a location that does not pose any safety concerns to surrounding person(s) or structures and extinguish the fire with the fire extinguisher located in the Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: December 3 , 2024 Exhibit 8 Page 8 vehicle/equipment. If the person(s) fails to control the fire, the person(s) should consult the assistance of a nearby person(s) and request that they call the Fire Department (911 Emergency Services). (21) Explain how this proposal is consistent with the Weld County Comprehensive Plan per Chapter 22 of the Weld County Code. The proposed Permit Area was historically used for grazing but is currently being used for oil and gas well field development. The change in land use will not inhibit any active agricultural production. CSC plans to reclaim the land to rangeland and will therefore be adding to the amount of viable agricultural land within Weld County . Please see question #25 for more details on how CSC will preserve prime agricultural land on site. The proposed mine will operate entirely on privately owned property . The necessary permissions and authorizations from the property owners, Wells Ranch, can be found in Exhibit 3 : Lease. The proposed mine will be accessed from the north through a private road. The proposed mine will contribute to the economic growth and stability of Weld County . As stated in both the Weld County Comprehensive Plan and Title 34 of the Colorado Revised Statutes, mineral resources, including sand, contribute essential activities to the state' s economy. The more populous counties in Colorado face a shortage of vital deposits, such as sand, and in accordance with the Weld County Comprehensive Plan and Title 34 of the Colorado Revised Statutes, CSC will nine sand deposits in a rational mariner that minimizes resource waste and avoids disrupting the ecosystem and the lives of county residents (Weld County Ordinance 2020- 13 ) . CSC will follow all federal, state, and local regulations regarding mine safety . Mining activities will be conducted subject to oversight by the Mine Safety and Health Administration. For further details on health, safety, and welfare impacts, please see question #24, Exhibit 29 : Waste Handling Plan, and Exhibit 30 : Dust Abatement Plan . To abide by storinwater pen-nits and to responsibly use and protect Weld County natural resources, the proposed mine will be connected to a septic system and will only use water to wash any equipment at the wet plant concrete pad. Please see Exhibit 26 : Water Supply Documentation and Exhibit 22 : Preliminary Drainage Report for further details on how CSC will consider the conservation of water throughout mining operations. TRC conducted a wetland delineation of the Permit Area in October 2023 . A request for an Approved Jurisdictional Determination (AJD) decision was submitted to the USACE on February 8, 2024, and granted by the U. S . Army Corps of Engineers (USACE) on March 11 , 2024 . The USACE confirmed that the observed surface water feature is not a jurisdictional water of the U. S . under Section 404 of the Clean Water Act (CWA) . Please see the attached Wetland Delineation Report (TRC 2023 ) for further details (Exhibit 8 - 1 ) . TRC also conducted a habitat assessment of the Permit Area in October 2023 . Please see Exhibit 8-2 : Habitat Assessment Report for a list of federal and state species of concern that are likely to occur or known to occur within the proposed Permit Area. CSC will consult with Colorado Parks and Wildlife and the United States Fish and Wildlife Service as necessary to protect important species and habitats. (22) Explain how this proposal is consistent with the intent of the zone district in which it is located. (Intent statements can be found at the beginning of each zone district section in Article III of Chapter 23.) The proposed Permit Area is in Zone A (Agricultural) . Section 23 -3 -40 of the Weld County Code allows "buildings, structures to be constructed, occupied, operated and maintained" for "open mining and processing of minerals agricultural zones." The site will be returned to rangeland for agricultural purposes after mining is complete. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: December 3 , 2024 Exhibit 8 Page 9 (23) Explain how this proposal will be compatible with future development of the surrounding area or adopted master plans of affected municipalities. The land surrounding the proposed Permit Area is primarily used for rangeland and oil and gas development . The mine will be concurrently reclaimed to rangeland as mining operations conclude. Operations will neither affect nor alter the area surrounding the site. The Kersey Mine is not located within 2 miles of any municipalities, and thus will not affect the master plans of any municipalities. (24) Explain how this proposal impacts the protection of the health, safety, and welfare of the inhabitants of the neighborhood and county. The Kersey Mine ingress and egress points will be located on the privately controlled section of Weld County Road 64 thus, all high-density mine-related traffic activity will be concentrated in a non-public use area. Upon leaving the privately controlled segment of Weld County Road 64, mine-related traffic will travel west along Weld County Road 68 and north along Weld County Road 67, public-use roads, extending to Colorado Highway 392 . All truck traffic vehicles and employees will be subject to U. S . Department of Transportation and State of Colorado safety requirements. All traffic on Weld County roads will be subject to local speed control functions and other requirements that ensure the overall safety of the public . Direct mining activities will be carried out internally , past in a gated access at a location subject to Mine Safety and Health Administration oversight, thus there will be limited and controlled access into and through the active mining area(s) . (25) Describe any irrigation features. If the proposed use is to be located in the A (Agricultural) Zone District, explain your efforts to conserve prime agricultural land in the locational decision for the proposed use. While the Kersey Mine is located within an "Agricultural Zone District," the pre-mining land use is mixed rangeland and oil and gas well development. There are no cultivated croplands included in the proposed Permit Area. Consistent with the historic land use, the selected post-mining land use is "rangeland. " All components of the proposed reclamation plan (maximum slope gradients, growth medium placement, seed mixture, and five -year monitoring and maintenance plan) are focused on the successful re-establishment of vital, usable rangeland. Accordingly, the affected area, in its post-mining configuration, should closely approximate that of its pre -mining configuration. (26) Explain how this proposal complies with Article V and Article XI of Chapter 23 if the proposal is located within any Overlay Zoning District (Airport, Geologic Hazard, or Historic Townsites Overlay Districts) or a Special Flood Hazard Area identified by maps officially adopted by the County. This application is in full compliance with Chapter 23 , Article V, Overlay District Regulations as outlined in the Weld County Code. According to the Weld County Assessor, the site is not located in an Airport Overlay District. (27) Detail known State or Federal permits required for your proposed use(s) and the status of each permit. Provide a copy of any application or permit Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: December 3 , 2024 Exhibit 8 Page 10 Federal permits: • Mine Safety and Health Administration o Identification Number/Certificate of Authorization • U. S . Fish and Wildlife Service o Consultation regarding federally listed species. • U. S . Environmental Protection Agency o Spill Prevention, Control, and Countermeasures Plan • U. S . Army Corps of Engineers o A comprehensive wetland survey of the Permit Area/Affected Area was completed in August 2024 . One surface water feature was observed in the Permit Area and is unlikely to be jurisdictional. A request for an Approved Jurisdictional Determination (AJD) decision was submitted to the USACE on February 8, 2024, and granted by the U. S . Army Corps of Engineers (USACE) on March 11 , 2024 . The USACE confirmed that the observed surface water feature is not a jurisdictional water of the U. S . under Section 404 of the Clean Water Act (CWA) . State permits: • Colorado Department of Public Health and Environment o Air Quality Division Air Pollution Emissions Notice o Permit to Construct and Permit to Operate o Water Quality Control Division, ■ Colorado Discharge System Permits - Stormwater General Permit (COR-0400000) for Construction - Stormwater Management Plan - Spill Prevention, Control, and Countermeasures Plan • Colorado Division of Reclamation, Mining, and Safety (DRMS) Construction Material Regular ( 112) Operation Reclamation Permit • Colorado Parks and Wildlife o Consultation regarding state-listed species Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: December 3 , 2024 Exhibit 8 Page 11 EXHIBIT 8- 1 WETLAND AND WATERBODY DELINEATION REPORT Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: December 3 , 2024 4,16,, .4, TIRC Kersey Mine Wetland and P repared For: Waterbody Colorado Sand Company LLC 2001 Kirby Drive , Suite 200 Delineation Houston , Texas 77019 P repared By : TRC 1526 Cole Boulevard , Building 3 Suite 150 , November 20 , 2023 Lakewood , Colorado 80401 r�:. ::.Li.r t,.z. 11'; , / . 4.J4 vcastitle.1 - I T-if„ _ ,.• •_ - -- _ --s`=• -- mow _.�►. _ - '-_ - ��. - ,,� -+ IPel ,: ai _ `• flints ..^• • " « R p_ - tidiall- • w Cam: =wn • y' _ '' % .I•• r. 1 vk • -Iota-. .;.' r`F'.�..,, f_' lialitir„..m..,11 : _. ..4 • . 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M1.■ ' TRC Table of Contents Acronyms and Abbreviations ii 1 .0 INTRODUCTION 1 1 . 1 Project Location 1 2.0 REGULATORY BACKGROUND 1 3.0 SURVEY METHODOLOGIES 2 3. 1 Desktop Review 2 3.2 Wetlands 2 3. 3 Waterbodies 3 4.0 RESULTS 4 4. 1 Precipitation 4 4.2 Land Use and Vegetation 4 4. 3 Soils 5 4.4 Wetlands and Waterbodies 5 4.4. 1 Desktop Analysis 5 4.4. 2 Wetlands 6 4.4. 3 Waterbodies 6 5.0 CONCLUSIONS AND RECOMMENDATIONS 6 6.0 REFERENCES 7 Tables Table 1 . Rainfall Summary for Weld County, Colorado 4 Table 2 . Soils Identified within the Study Area 5 Appendices Appendix A: Figures Appendix B: Photographs Colorado Sand Company LLC — Kersey Mine November 20, 2023 Wetland and Waterbody Delineation Report i A TR c .4, Acronyms and Abbreviations N otation Definition amsl Above mean sea level COGCC Colorado Oil and Gas Conservation Commission CR County Road CSC Colorado Sand Company , LLC CWA Clean Water Act CWQCD Colorado Water Quality Control Division ESRI Environmental Systems Research Institute GPS Global Positioning System N HD National Hydrography Dataset N LCD National Land Cover Database N OAA National Oceanic and Atmospheric Administration N RCS Natural Resources Conservation Service NWI National Wetlands Inventory OHWM Ordinary High-Water Mark P roject Kersey Mine Project Study Area Area used for the purpose of this wetland and waterbody delineation report located within the limits of construction for the proposed Kersey Mine Project. TRC TRC Environmental Corporation U SACE U . S . Army Corps of Engineers U SDA U . S . Department of Agriculture USFWS U . S . Fish and Wildlife Service U SGS U . S . Geological Survey WETS Wetlands (Tables) WOTUS Waters of the United States Colorado Sand Company LLC — Kersey Mine November 20 , 2023 Wetland and Waterbody Delineation Report ii ty, TiRc 1 . 0 Introduction Colorado Sand Company LLC ( CSC ) is proposing to develop the Kersey Mine Project ( Project) , a surface pit sand and gravel mine supplying fracture-grade sands for regional oil and gas markets . TRC Environmental Corporation (TRC ) , on behalf of CSC , conducted a wetland and waterbody delineation within the proposed limits of construction ( Study Area ) for the proposed Project in accordance with Section 404 of the Clean Water Act ( CWA) . Refer to Figure 1 (Appendix A) . The objective of the wetland and waterbody delineation was to identify the spatial extent and location of wetlands , streams , and other aquatic resources within the Study Area . Aquatic resources that are considered Waters of the U . S . are subject to regulation under Section 404 of the CWA and Section 10 of the Rivers and Harbors Act . The jurisdictional regulatory authority of these resources resides with the U . S . Army Corps of Engineers ( USACE ) Omaha District ( Denver Office ) . The wetland and waterbody delineation surveys were conducted on October 16 and 20 , 2023 , by Amy Laartz ( Professional Wetland Scientist) and Mason Powers ( Biologist) . This report summarizes the desktop analyses performed prior to the field survey and the results of the wetland and waterbody delineation . This report also provides TRC's professional opinion on the expected jurisdictional status and anticipated impacts of any delineated features . 1 . 1 Project Location The Project is situated within approximately 4 , 018 acres of privately owned property north of County Road ( CR) 388 and east of CR 61 , approximately 6 . 5 miles east-north-east of the Town of Kersey , Weld County , Colorado . The Study Area as defined within public land survey system encompasses Township 5 North , Range 63 West , Sections 2 , 3 , 10 , 11 , 14 , 15 , and a portion of Township 6 North , Range 63 West, Section 34 . Figure 1 (Appendix A) illustrates the Project Location . 2 . 0 Regulatory Background Wetlands and other waters of the United States (WOTUS ) are protected under Section 404 of the CWA , which governs the discharge of dredged or fill material into WOTUS , and Section 10 of the Rivers and Harbors Act (33 U . S . Code 403) , which regulates any work or structures that potentially affect the navigable capacity of a waterbody. Any activity that involves the discharge of dredged or fill material into WOTUS is subject to regulation by the USACE . WOTUS are defined to encompass navigable waterways ; interstate waters ; all other waters where their use , degradation , or destruction could affect interstate or foreign commerce ; tributaries of any of these waters ; and wetlands that meet any of these criteria or are adjacent to any of these waters or their tributaries . On August 29 , 2023 , the U . S . Environmental Protection Agency and the USACE issued a final rule that amends the " Revised Definition of 'Waters of the United States' to conform key aspects of the regulatory text to the U . S . Supreme Court's May 25 , 2023 decision in the case of Sackett v . Environmental Protection Agency . The conforming rule , " Revised Definition of 'Waters of the United States' ; Conforming , " was published in the Federal Register and became effective on September 8 , 2023 . Colorado Sand Company LLC — Kersey Mine November 20 , 2023 Wetland and Waterbody Delineation Report 1 ' TRC For this delineation , TRC used the September 2023 WOTUS definition rule to evaluate the jurisdiction of wetlands and waterbodies. Section 404 or Section 10 permits issued by the USACE under the authority of the CWA, as well as all wetlands and waters identified as "waters of the State , " are subject to Section 401 water quality certification administered by the Colorado Water Quality Control Division ( CWQCD ) . If the USACE determines that a Section 404 permit is required , CSC will be responsible for the submittal of a joint permit application and Pre-Construction Notification to both the USACE and the CWQCD individually. 3 . 0 Survey Methodologies 3 . 1 Desktop Review Prior to conducting field surveys, TRC completed a desktop analysis to assess the likelihood of occurrence and probable location of wetlands and waterbodies within the Study Area using the following data sources : • U . S . Fish and Wildlife Service ( USFWS) National Wetlands Inventory ( NWI ) digital wetland mapping ( USFWS 2023 ) ; • U . S . Geological Survey ( USGS) National Hydrography Dataset ( NHD ) digital waterway mapping ( USGS 2023a ) ; • U . S . Department of Agriculture ( USDA) Natural Resources Conservation Service ( NRCS) digital soil survey mapping ( USDA NRCS 2023) ; • Aerial imagery interpretation from Google Earth Pro (2023) , Environmental Systems Research Institute ( ESRI ) , and National Agriculture Imagery Program ( ESRI 2018 ) ; and • USGS digital 7 . 5-minute . 1 : 24 , 000-scale topographic quadrangle map for Burnsville , Colorado ( USGS 2023b ) . TRC screened historic aerial imagery of the Study Area ranging from 1985-2022 and current aerial imagery for indicators of hydrologic activity and saturation (wetness signatures) that could indicate the presence of unmapped wetlands (Google Earth Pro 2023 ) . Digital soil survey mapping of the Study Area was reviewed by the USDA NRCS (2023) . In addition , TRC reviewed precipitation data from approximately 90 days prior to the field investigations using data obtained from a nearby weather station ( Greeley UNC , Colorado) . Antecedent precipitation data were compared with the 30-year average precipitation data from the same location to determine if hydrologic conditions at the time of the survey were normal , wetter, or drier than normal ( National Oceanic and Atmospheric Administration [NOAA] 2023) . 3 . 2 Wetlands The wetland delineation and determination surveys were conducted in accordance with the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Great Plains Region Version 2. 0 ( USAGE 2010 ) , Corps of Engineers Wetlands Delineation Manual Technical Report Y-87- 1 ( USAGE 1987 ) , and subsequent guidance documents ( USAGE 1991a , b ; 1992 ) . Wetlands are classified by type using the Classification of Wetlands and Deepwater Habitats of the United States , commonly referred to as the Cowardin classification system ( Cowardin et al . 1979 ) . Colorado Sand Company LLC — Kersey Mine November 20 , 2023 Wetland and Waterbody Delineation Report 2 A TiRc .4, On-site wetland determinations were made using the three criteria (vegetation , soil , and hydrology) and technical approach defined in the Regional Supplement . According to the procedures described therein , areas that, under normal circumstances , reflect a predominance of hydrophytic vegetation , hydric soils , and wetland hydrology (e . g . , inundated or saturated soils) are considered wetlands . The geospatial boundary of each wetland would be captured using a Global Positioning System (GPS )-enabled tablet . Each wetland feature would be assigned a unique feature identification number with a "W" prefix . A Wetland Determination Data Form would be completed for each wetland and its associated upland data point . Upland data points would be assigned a unique feature identification number with a " U " prefix . Representative photos were taken of all identified features . TRC followed the September 2023 WOTUS rule to evaluate the jurisdiction of wetlands and waterbodies . Under this rule , the USACE recognizes jurisdictional determinations for wetlands and aquatic resources that are relatively permanent , standing or continuously flowing bodies of water with a continuous surface connection to a jurisdictional water (e . g . , traditional navigable water, territorial seas , interstate water). Wetlands and aquatic resources determined by the USACE as having no continuous surface connection with a jurisdictional water are deemed non - jurisdictional for the USACE . TRC used aerial imagery to supplement field observations to anticipate determinations of downstream connectivity where land access was not available outside the Project. 3 . 3 Waterbodies Based on recent USACE guidance and the USACE's 2008 A Field Guide to the Identification of the Ordinary High- Water Mark (OHWM) in the Arid West Region of the Western United States ( Lichvar and McColley 2008 ) , delineated waterbodies were identified by the presence of bed and bank or other OHWM indicators . Common identifiable indicators of an OHWM include open water or evidence of a clear, natural line visible on the bank ; shelving ; changes in soil characteristics ; disturbance to , or lack of, terrestrial vegetation ; presence of litter and debris ; and watermarks indicative of inundation during high water conditions . The OHWM typically represents the potential limits of USACE jurisdiction . The geospatial boundary of each waterbody would be captured using a GPS-enabled tablet. Each waterbody feature would be assigned a unique feature identification number with an "S" prefix. For NWI- and NHD-identified stream features where OHWM indicators were absent , representative photos and photo point locations were recorded . These areas are classified as uplands . The USACE criteria to identify jurisdictional determinations for waterbodies include the continuous presence of OHWM indicators and downstream connectivity to jurisdictional waterbodies . Downstream connectivity for delineated waterbodies in the field would be determined based on the continuous presence of an OHWM and connection to downstream waterbodies . Outside the Study Area where land access was not available , aerial imagery was used to supplement field observations in determining downstream connectivity. For delineated features that did not have a continuous bed and bank or continuous evidence of an OHWM , these features were determined not to have downstream connectivity . For features with periodic OHWM indicators but no downstream connectivity, the geospatial boundary of the waterbody would be mapped where the OHWM indicators were present. Colorado Sand Company LLC — Kersey Mine November 20 , 2023 Wetland and Waterbody Delineation Report 3 4) TR c 4 . 0 Results Desktop and field survey results are presented in the following discussion . 4 . 1 Precipitation The NOAA Agricultural Applied Climate Information System was used to obtain historical and antecedent rainfall data for the USDA NRCS Climate Analyst for Wetlands Tables (WETS) and NOAA Regional Climate Centers . Historical rainfall records from the Greeley UNC , Colorado weather station were used to determine the normality of rainfall using the Direct Antecedent Rainfall Evaluation Method ( NOAA 2023) . Precipitation data from the Greeley UNC , Colorado weather station was used to determine the measured rainfall for the three months prior to and during the survey period . Table 1 provides a rainfall summary for the Study Area for the October survey . Based on these calculations , this region of Weld County was determined to be normal for the survey period . Table 1 . Rainfall Summary for Weld County, Colorado WETS Rainfall Evaluation Month : October 2023 Percentile (inches) Prior Month Measured 30th 70th Rainfall Conditions Month Score inches Weightb ) Three months prior to October 16, 2023, Survey Date 1st September 0 . 53 1 . 33 0 . 28 1 3 3 2nd August 0 . 69 1 . 66 1 . 78 3 2 6 3rd July 0 . 75 1 . 85 3 . 07 3 1 3 Sum 5 . 13 12 Description d Normal a Condition values are 1 for < 30th percentile , 2 for between 30th and 70th percentiles , and 3 for > 70th percentile . b Month Weight is 3 for the most recent month , 2 for the prior month , and so on . c Score is the product of the Condition and Month Weight values . d Drier than normal (sum of score = 6-9) , normal (sum of score = 10- 14) , wetter than normal (sum of score = 15- 18 ). Source : NOAA 2023. 4 . 2 Land Use and Vegetation The Study Area topography is a mosaic of flat to small rolling hills . The elevation of the Study Area ranges from 4600 feet above mean sea level (amsl ) to 4790 feet amsl . The Study Area is located within the High Plains Level III Ecoregion , classified further as Flat to Rolling Plains within that Ecoregion ( Chapman et al 2006 ) . The High Plains Ecoregion is characterized by rolling plains and grasslands situated at a relatively high elevation . Native vegetation in this Ecoregion consists of short-grass or mixed-grass prairie species , scrub , and some sagebrush steppe . Consistent with the aerial imagery , approximately 3 , 760 acres (approximately 93 percent) of land cover within the Study Area is classified as grassland herbaceous by the National Land Cover Database ( NLCD ) . Approximately 230 acres (6 percent) are classified as shrub/scrub . The remaining approximately Colorado Sand Company LLC — Kersey Mine November 20 , 2023 Wetland and Waterbody Delineation Report 4 ty, TR c 30 acres ( 1 percent) are classified as developed open space ; developed low intensity ; and developed medium intensity (TRC 2023 ). Based on a review of current and historic aerial photography , the Study Area and adjacent properties have historically been used for fossil fuel extraction ( Google Earth Pro 2023 ) . According to Rextag and Colorado Oil and Gas Conservation Commission ( COGCC ) data , 81 unique pipeline segments are mapped within the Study Area totaling approximately 34 . 9 miles of documented pipeline . There are 11 segments of crude oil pipeline totaling approximately 8 miles , 69 segments of natural gas pipeline totaling 23 . 5 miles , and 1 segment of miscellaneous oil pipeline totaling approximately 3 . 4 miles . All operational segments are classified as gathering pipelines (TRC 2023) . 4 . 3 Soils The National Technical Committee for Hydric Soils defines hydric soils as "a soil that formed under conditions of saturation , flooding , or ponding long enough during the growing season to develop anaerobic conditions in the upper part. " The major and minor components of a soil map unit are classified as to how likely they are to be hydric and are rated on a range from hydric to nonhydric . According to the NRCS Soil Survey for Weld County , there are three mapped soil series present within the Study Area ( Figure 2 (Appendix A) ) . All soil map units within the Study Area are classified with a hydric rating of zero (0) . Table 2 . Soils Identified within the Study Area Map Hydric Percent Unit Soil Type Drainage Class Soil of Study Symbol Rating Area (percent) 69 Valent sand , 0 to 3 percent slopes Excessively 0 34 . 9 Drained 70 Valent sand , 3 to 9 Excessively 0 63 . 7 percent slopes Drained 72 Vona loamy sand , 0 to 3 percent slopes Well Drained 0 1 . 4 Source : USDA NRCS 2023 .Wetlands 4 .4 Wetlands and Waterbodies 4. 4. 1 Desktop Analysis The NWI and NHD public resource data sets depict one stream in the northeast corner of the Study Area and two wetlands in the southeast section of the Study Area . Based on current and historic imagery the wetlands may be associated with current and/or historic impoundments used for cattle operations ( Google Earth Pro 2023) . See Figure 3 (Appendix A) for NHD and NWI mapped waters . Colorado Sand Company LLC — Kersey Mine November 20 , 2023 Wetland and Waterbody Delineation Report 5 ' TRC 4. 4. 2 Wetlands Based on field observations , no wetlands were identified within the Study Area . NWI -mapped wetland locations were investigated and determined to lack one of more of the three criteria necessary that define a wetland . Although hydrophytic vegetation (saltgrass [ Distichlis spicata] ) was present, hydric soil indicators were absent and hydrologic indicators were marginal at best . In addition , the NWI -mapped wetland locations occur in uplands adjacent to a remnant unlined stock pond historically and artificially fed by a well pump powered by solar panels. The pumped water required to fill the cattle pond is no longer necessary as cattle operations have ceased in the Study Area . See Figure 4 (Appendix A) and Appendix B for representative photographs and photo point locations . 4. 4. 3 Waterbodies One 0 . 38-acre manmade stock pond ( S-AJL- 1 ) was delineated along a OHWM consisting of a defined bank situated above mud cracks . The stock pond contained no water at the time of survey and contained one inlet structure from a solar powered well pump and no outlet structures . Vegetation was mostly absent except for intermittent patches of saltgrass and kochia ( Bassia scoparia) along and above the OHWM bench . See Figure 4 (Appendix A) for mapped features . Representative photos of the stock pond are presented in Appendix B . The NHD-mapped stream located in the northeast section of the Study Area was further investigated . OHWM indicators were absent and there was no indication of a water course in the vicinity of the NHD-mapped feature . See Figure 4 (Appendix A) and Appendix B for representative photographs and photo point locations . 5 . 0 Conclusions and Recommendations A wetland and waterbody delineation survey was conducted within CSC 's proposed Kersey Mine Study Area on October 16 and 20 , 2023 . This region of Weld County was determined to be within its normal precipitation range for the three months leading up to the survey. Based on field observations , no wetlands and one waterbody were identified within the Study Area . The one 0 . 38-acre waterbody (S-AJL- 1 ) , a former cattle pond , was not observed to have downstream connectivity to federally jurisdictional waterbodies. As none of the features were observed to have downstream connectivity to jurisdictional waters , the Project is not anticipated to be subject to regulation pursuant to Section 404 of the CWA. The ultimate authority to determine federal wetland and waterway boundaries and jurisdiction rests with the USACE Omaha District ( Denver Office) . Decisions made by the USACE may result in modifications to the conclusions stated in this report. Colorado Sand Company LLC — Kersey Mine November 20 , 2023 Wetland and Waterbody Delineation Report 6 ty, TR c 6 . 0 References Chapman , S . S . , Griffith , G . E . , Omernik, J . M . , Price , A . B . , Freeouf, J . , and Schrupp , D . L . 2006 . Ecoregions of Colorado: Reston, Virginia. U . S . Geological Survey ( map SAN scale 1 : 1 ,200 , 000 ) . Cowardin , L . M . , V . Carter, F . C . Golet , and E . T. LaRoe . 1979 . Classification of wetlands and deepwater habitats of the United States. U . S . Fish and Wildlife Service . FWS/OBS-79/31 . Washington , DC . ESRI . 2018 . USGS EROS Archive - Aerial Photography - National Agriculture Imagery Program ( NAIP) . Accessed October 2023 , from : https ://www . usgs . gov/centers/eros/science/usgs- eros-archive-aerial- photography- national -agriculture- imagery- program- naip Google Earth Pro . 2023 . Google Earth Pro historic aerial imagery of 40° 24'44 . 66" N , 104° 24 '45 .25" W. Accessed October 2023 . Lichvar, Robert W . and S . M . McColley . 2008 . A Field Guide to the Identification of the Ordinary High Water Mark (OHWM) in the Arid West Region of the Western United States. Prepared for the U . S . Army Corps of Engineers Wetland Regulatory Assistance Program . August 2008 . National Oceanic and Atmospheric Administration ( NOAA) . 2023 . AgACIS for Weld County. Accessed October 2023 , from : http ://acjacisercc-acis . org/?fips=49007 TRC Environmental Corporation (TRC) . 2023 . Critical Issues Analysis for the Kersey Mine. Prepared for Colorado Sand Company LLC , November 2023 . U . S . Army Corps of Engineers ( USACE ) . 1987 . Corps of Engineers Wetlands Delineation Manual. U . S . Army Corps of Engineers , Waterways Experiment Station , Wetlands Research Program , Technical Report Y-87- 1 . Vicksburg , MS . January 1987 - Final Report . 92 pp . + app . U . S . Army Corps of Engineers ( USAGE) . 1991a . "Questions & Answers on the 1987 Manual , " Memorandum from John F . Studt . October 7 , 1991 . U . S . Army Corps of Engineers ( USACE ) . 1991b . " Implementation of the 1987 Corps Wetland Delineation Manual , " Memorandum from John P . Elmore . August 27 , 1991 . U . S . Army Corps of Engineers ( USACE) . 1992 . "Clarification and Interpretation of the 1987 Manual , " Memorandum from Major General Arthur E . Williams . March 6 , 1992 . U . S . Army Corps of Engineers ( USACE) . 2010 . Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Great Plains Region . Version 2 . 0 , ed . J . S . Wakeley , R . W. Lichvar, and C . V. Noble . ERDC/EL TR- 10- 1 . Vicksburg , MS : U . S . Army Engineer Research and Development Center. U . S . Department of Agriculture ( USDA) Natural Resources Conservation Service ( NRCS) . 2023 . Web Soil Survey. Accessed October 2023 , from : https ://websoilsurvey . sc . egov . usda . gov/App/WebSoilSurvey . aspx Colorado Sand Company LLC — Kersey Mine November 20 , 2023 Wetland and Waterbody Delineation Report 7 A TiRc .4, U . S . Fish and Wildlife Service ( USFWS) . 2023 . National Wetlands Inventory - Wetlands Mapper. Accessed October 2023 , from : https ://www.fws . gov/wetlands/data/mapper . html U . S . Geological Survey ( USGS ) . 2023a . National Hydrography Dataset (NHD) . Accessed October 2023 , from : https ://www. usgs . gov/core-science-systems/ngp/national - hydrography/ U . S . Geological Survey ( USGS) . 2023b . Barnesville, CO [map] . 1 :24 , 000 , Topographic Quadrangle Map , Reston VA. Colorado Sand Company LLC — Kersey Mine November 20 , 2023 Wetland and Waterbody Delineation Report 8 Appendix A : Figures ' . 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IISS ..tr i 1 PROJECT: STUDY , EC0LORADO [ I 'I�"A�1 Y I, ER EY MINE i WELD COUNTY, COLORADO 0 0 1 .250 2,500 TITLE: w 1 FEET STUDY AREA LOCATION 1 -30' 2000 _ a" ", : WY NE DRAWP BY: A CLINE PR !J. NC.. 535891 CM 'Ina NI ft • CHECKED °'.r' B III, C,-�ri APPROVED BY: A ,,L,',.A, T7- FIGURE 1 I — ci - DATE: NOVEMBER 202:3 s , s. _ _ 1526 COLE BOULEVARD BASE MAP: U S TOPO MAP ♦ BUILDING 3 . SUITE 150 1 LAKEWOOD, CO 80 401 ° QUAD: BARNESVILLE t / PHONE: 3.7 5555 cc 4 DATA SOURCES: TRO NM FI I = DO SAND CO_PROPOSAL _ t St _ — __ -- S _- " ' 't. _ Map unit syrn l a Mf unit name is, Rahn l dric Rating �,�o cl irl �l Percent o O \\, Valent sand, 0 to percent slop s Excessively drained 1 ,4 4.5 . ° 70 Valent sand, 3 to percent slopes Excessively drained 0 ' 2,560.80 63.70% ;Ii.N.....„.„,,_ 72 Vona loamy sand, 0 to 3 percent slopes well drained 0 5T6 1 .40% i\lk \S\H\ 7,r2 ii, . , _ [72 „ I re\ 69 „ 0 . )7e1 tor , 11 I i 69 , \C\ , 69 C170 +170 D 1 rril r III ,Is H Jr ' 69 . _ , A i /701 69 69 70 \\\\ ,„ , 1 , . I ( I (4 0 i k_0 - I 70 `e J z li. fi�r,, 'T 1J1 1 4 PROJECT: - STUDYA►REA COLORADO SAND COMPANY, MERSEY MINE SOIL TYPES 0 , WELD COUNTY, COLORADO a 69 - VALENT SAND, 0 TO 3 PERCENT SLOPES 0 1250 2,500 TITLE: 114 Q 70 - 'ALENT SAND, 3 TO PERCENT SLOPES FEET NRCS S SOIL MAP UNITS :30,000 1 " = 2.50l0' go 72 w VONA LOAMY SAND, 0 TO 3 PERCENT SLOPES ' r DRAWN BY: A is I HN F RR J N,_,.: 535891 °' CHECKED E*( B. TRACY z APPROVED BY: A. LAARTZ FIGURE 2 Z Greeley DATE. N0V EM B F 2023 vn ' 1a, - - - 1526 COLE BOULEVARD k±! :: BUILDING 3 SUITE 150 4.4 :. BASE MAP. ESRI "WORLD IMAGERY* BIASEMAP CTR ' c DATA SOURCES: TPA,, NRCS WEB SOIL SURVEY PHONE: 3033923555 9 R __ COLORADO SAND CQ_PROPOSAL - -- - I i! ate- — il .. I I • • I . . . • • . 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I lirs. illill: J a • • • r S g S a • kh . ir t. 44.0 I in ai. . „Iv IL-1a a _u. _ .._ Oar , t _[O i=ti PROJECT: - a T J ' , F L }�i, Dot If D I��IP , IY , KE 'R EY MINE o r'°� O1 WELD L D COUNTY , C0L0RAD00 13.1 .� STREAM/RIVER , I ? � �i TITLE: ,10 Lar - a LAKE/POND r[[T NHD �& 1 "VIWATE ia N'' 'I DRAWN BY: A. CLINE PR{?J. �.: 3 91 CHECKED BY: B. TRACY I i . . • : • :- .1 WETLANDS APPROVED BY: A. LAARTZ FIGURE 3 Greeley I I PARI AN ) DATE: NOVEMBER 2023 en A TR C a 1526 COLE BOULEVARD D BUILDING 3, SUITE 150 { BASE iMAP: ESRI " I RLD IMA ER B SEM, P �► / LAKEWOOD, CO 80401 C) L}ATA SOURCES: TI C, NHD, NWI. FEMA / PHONE: 303.7923555 tti -S FILE: COLORADO SAND CO PROPOSAL 1 O + -• I 'er- _I I • C - L i . ti 1 Y —I, • J 1 I I' IP 1 - - . 11111111111 acipmeI. �.,�\ I o ail Ae. I is ___ I , i . L a I I I ' 3P _ i Ole 1 ticamallit. -1 ill alk - \,er , - _ -A1-A 1 _, ,. P4 I II - _ �` .. - j ontigarims. sfli -1, rte ' „. IS ill lc I i It iL - VII--it r I 1 ,. • . , . . \4 / I 0 I - , , tom IL °- t t I 4 I , :3/4t . 4. - p , . . 1. . ..-_ ' JP aleil O a F Q Z - - - -lainiltas"11. iLet-arillariP41 t 1 -2 STUDY AREA r ' PROJECT: COLORADO SAND COIP ►NY, KEREY DINE o � WELt� � OUIuiTY', COLORADO 4 NHDINWI PHOTJ POINTS 8 - 0 1250 2,500 TITLE: le POND WETLAND AND WATERBODY FEET SURVEY RESULTS 1 :30,000 1 " = 2,500' ij DRAWN BY: A . CLINE PROJ. NO.: 535891 to ' CHECKED BY: B. TRACY 0 Z APPROVED BY: A. LAARTZ FIGURE 4 Greeley fl DATE: NOVEMBER 2023 vs T'R c1526 COLE BOULEVARD 11 BUILDING 3, SUITE 150 is BASE MAP: ESRI WORLD IMAGERY" BASEMAP �►_ LAKEWOOD, CO 80401 DATA SOURCES: TRC, NHD PHONE: 3031923555 O - - o ' et - ALE. COLORADO SAND CO_PROPOSAL Appendix B : Photographs Kersey Mine Project Photographs October 2023 AI . _ _ • A 4 •r, ..-c• , Sa to r — a - cfr -..• - .A d•DA • .."..11 ;•; - ' I . � . i _ /'.- ,P. ,}+ -{s _ . r ' i Y';4i l • akt '. - '; I � + t • p.K • r r" .. . . . '2:. r\ -P _.. • .i . r, .�iP .. r .• i _ % r• .. 'L.._ �__ • , R . ......'e-- ':Fry -' in-. JC•.Tb�.a . Photo 1 . NHD stream not present. Ordinary Photo 2 . NHD stream not present. OHWM high water mark (OHWM ) indicators are indicators are absent. View facing Southeast absent. View facing Northwest from the toward the Project Boundary. Project Boundary. NI r: r . • • : '.1.41.;.' al'.--:.:;1 7-8:-: .. ..:.-": e :I' t t • S } '' •-yam !A 1•' � t - 410�. ; '� f • 2 . YS •. - - A � 'f K�,H > ill iqc �s to s {P� lu.if;' • a. 1~ •vl M14 T S is t ! .• rte. t .• E .. yr / • • t • r•Wit ' �. .: .. • ki FI ",y'�.11 ,s . .Y • L }r. . Photo 3. NWI wetland not present. Area is Photo 4. NWI wetland not present. Area is lacking hydrology and hydric soils lacking hydric soil indicators. View facing indicators. View facing North . North . 7. .{ • p S -•ice +� _ - . _ ii, ___ ......:iL:" ...;4:4:11.Wir,,:i7,,,,..::".. 7...,,:ti, - f r•. ,- .it1)Yi. 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S `4 _ .. r � - •!V� _.. 4 II h} it �t 1 Photo 5_ Stock pond (S-AJL-1 ) _ View facing Photo 6_ Stock pond (S-AJL-1 ) _ View facing North _ South _ Exhibit 8 Page 12 EXHIBIT 8-2 HABITAT ASSESSMENT REPORT Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: December 3 , 2024 2%.4, TIRC SpecialStatus K ersey Mine Species and Ha i a Prepared for .• Assessment Colorado Sand Company LLC 2001 Kirby Drive , Suite 360 Houston , TX 77019 May , 2024 Y Prepared b : p TRC 1526 Cole Boulevard , Building 3 , Suite 150 Lakewood , Colorado 80401 - .. . s - .-_ J . �.�' w - .� ` I.wIi� r• `_ • s • el- - _ •A _Y p��M r l'-�.;' .a•br a '�1.• _� a� �y�� r� - \:�i� ' • ~ I A • - rr h. . �` •• ,�- _ 1 ems V. _ e1. - rT• 1 ,, - 11. ,.- ry •r(,. , .• •. q1 -h >.. VI .J�t0' '• •—.gar I,r.. • j "1• y{A.7:r1 1 r 1 f re'e' rr . 1 * - - 1 41 V Jt.. av - 'I '4,1;'`s i 4 11 ' Y , 44. 1, ,1,x.4 v' + -, A f S y .1tt e., .It 1X ! 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't ; 11 i .. . .t• . 1 -•♦ ' .r4 ...... ... „;.5^ t. - ' r '� r s •` r-' 1"• _V','. .,e^'1 r. 1 ' t� i^ .a • i - r',1 r' I li ! • - C=r` _. - , 7 S if ?.1' 1+ 1 -a 14), ;(• •` �•A'�4' I 1j I �. 1/4'.' �14. Lv 1 I. •_- "''r2_ •2!^; '<- -I - s_.ypy� ,tKI "I _ 'F : t- { , t y. _ _ •, . . X'.' �..8 `.' - - 4 r4. bu 1 a •• .:-�7 1 1:J [ • .•. �r {-r1/4 '' 4. - _ ' TRC Table of Contents Acronyms and Abbreviations ii 1 .0 INTRODUCTION 1 2.0 METHODS 2 2 . 1 Desktop Resource Assessment 2 2 .2 Field Survey 2 3.0 RESULTS 3 3. 1 Desktop Resource Assessment 3 3.2 Field Survey 7 4.0 CONCLUSIONS AND RECOMMENDATIONS 9 5.0 REFERENCES 10 Tables Table 1 . Federally Listed Species Identified as Potentially Occurring in the Study Area 3 Table 2 . State-Listed Species Identified as Potentially Occurring in the Study Area 6 Table 3. Observations Collected During the Field Survey Within the Colorado Sands Kersey Mine Study Area 8 Figures Figure 1 . Project Area Location Figure 2. Kersey Mine Project Field Survey Results Colorado Sand Company LLC — Kersey Mine May 2024 Special Status Species and Habitat Assessment Report i 3 T,R. c Acronyms and Abbreviations N otation Definition CNHP Colorado Natural Heritage Program COGCC Colorado Oil and Gas Conservation Commission CPW Colorado Parks and Wildlife CSC Colorado Sand Company , LLC ESA Endangered Species Act FC Federal Candidate FE Federally Endangered FT Federally Threatened GIS Geographic Information System IPaC Information for Planning and Consultation MBTA Migratory Bird Treaty Act P roject Kersey Mine Project P roject Area Area used for the purpose of this special status species and habitat assessment report located within the limits of construction for the proposed Kersey Mine Project. P FE Proposed Federally Endangered S C State Special Concern S E State Endangered ST State Threatened TRC TRC Environmental Corporation USFWS U . S . Fish and Wildlife Service Colorado Sand Company LLC — Kersey Mine May 2024 Special Status Species and Habitat Assessment Report ii ty, TRec 1 . 0 Introduction TRC Environmental Corporation (TRC) was contracted by Colorado Sand Company LLC ( CSC ) to prepare this habitat assessment for special status species having the potential to occur within CSC 's Kersey Mine Project ( Project) . The Project is a proposed surface pit industrial sand mine located on approximately 4 , 018 acres in Weld County , Colorado ( Figure 1 ) . The Project is located within privately owned open-range lands that have been utilized for oil and gas production . The Project is located north of County Road 388 and east of County Road 61 approximately 6 . 5 miles east- north-east of the Town of Kersey , Colorado ( Project Area ) . The Project is located within public land survey system Township 5 North , Range 63 West, Sections 2 , 3 , 10 , 11 , 14 , 15 , and Township 6 North , Range 63 West , Section 34 . Field surveys were conducted within and adjacent to the Project Area to locate the presence of special status species and associated habitat(s) . Special status species include those listed as threatened or endangered , proposed for listing , or candidates for listing under the Endangered Species Act ( ESA) , the Migratory Bird Treaty Act ( MBTA) , the Bald and Golden Eagle Protection Act, as well as species listed by the State of Colorado as threatened , endangered , or special concern . Colorado Sand Company LLC — Kersey Mine May 2024 Special Status Species and Habitat Assessment Report 1 ty, TiRc 2 . 0 Methods 2 . 1 Desktop Resource Assessment Prior to fieldwork , TRC conducted a desktop resource assessment within and adjacent to the Project Area . The desktop assessment included publicly available Geographic Information System (GIS ) databases and information from the U . S . Fish and Wildlife Service ( USFWS ) , Colorado Parks and Wildlife (CPW) , and Colorado Natural Heritage Program (CNHP ) to identify suitable habitat and the current range for special status species within the Project Area . Sources of information included the USFWS Information for Planning and Consultation ( IPaC) Trust Resources Report ( Project Code : 2023-0135698 ) to determine the potential for federally listed threatened and endangered species and Designated Critical Habitat that may occur within and adjacent to the Project Area ( USFWS 2023) . In addition , TRC obtained the state-wide CPW Threatened and Endangered Species List ( CPW 2023a ) and utilized public GIS databases ( CPW 2023b ; COGCC 2023 ; CODEX 2023 ) to determine the potential for State of Colorado Threatened , Endangered , or Special Concern to occur within and adjacent to the Project Area . TRC reviewed aerial imagery , existing land use/cover data , species-specific literature , and the Colorado State Wildlife Action Plan to evaluate the known range and presence/absence of potentially suitable habitat within the Project Area (Google Earth Pro 2023 ; MRLC Consortium 2023 ; CPW 2015) . Species occurrence records within a larger quad -based area were obtained from the CNHP ( CNHP 2023 ) . 2 . 2 Field Survey TRC's field survey was conducted on October 16 and 20 , 2023 . The field survey Study Area included the Project Area plus 0 . 25-mile and 0 . 5-mile spatial buffers recommended by CPW (2020) . CPW recommends spatial buffers around a project area to determine the presence of project-adjacent raptor nests . Observations outside the Project Area were made from a vehicle using binoculars and spotting scopes where public access along existing roads was available . Within the Project Area , TRC biologists Patti Lorenz and Rose Crispin conducted a ground- based field survey that consisted of scoping the Project Area with binoculars and a spotting scope on foot and from a vehicle to observe species present , locate suitable habitats (e . g . , trees , grasslands , riparian areas , prairie dog towns , and other mammal burrows) and locate raptor nests . Also documented at the time of survey were signs such as whitewash or other indicators of past or present nesting (e . g . , defensive behavior by raptors in the area , the presence of juvenile birds , and repeated observations of raptors , including ravens , in the same general area) . The locations of any special status species , raptor nests , and suitable habitats were recorded and mapped with a GPS unit. Colorado Sand Company LLC — Kersey Mine May 2024 Special Status Species and Habitat Assessment Report 2 A TiRc .4, 3 . 0 Results 3 . 1 Desktop Resource Assessment According to the USFWS IPaC Trust Resources Report ( USFWS 2023) , ten ESA listed or candidate species were identified as potentially occurring within the Project Area or potentially affected as a result of Project implementation (Table 1 ) . No Designated Critical Habitat is mapped within or in the vicinity of the Study Area ( USFWS 2023 ) . Table 1 . Federally Listed Species Identified as Potentially Occurring in the Study Area Common Scientific Name Status' Preliminary Analysis within the Study Area2 Name y Mammals Preble's Zapus FT Unlikely . Suitable habitat for the species consists of well- meadow hudsonius developed plains riparian vegetation with adjacent, relatively jumping preblei undisturbed grassland communities and a nearby water mouse source. These riparian areas include a relatively dense combination of grasses , forbs , and shrubs . Gray Wolf Canis lupus FE Unlikely . Lone , dispersing gray wolves may be present throughout the state of Colorado . According to the USFWS IPaC , due to the location of the Study Area , this species only needs to be considered if the Project includes a predator management program . Tricolored Perimyotis PFE Unlikely . In winter, tricolored bats are often found in caves , bat sublavus abandoned mines , and culverts associated with roads . During the spring , summer, and fall , tricolored bats are found in forested habitats where they roost in trees , but may occasionally utilize human structures for roosting ( USFWS 2024 ) . Forested habitats are not found within the Project area , but oil and gas structures adjacent to the Project Area may provide potential roosting habitat and individual bats may forage through the Project Area . However, roosting habitat will not be removed as a result of the Project because Project disturbance will remain 100 feet from existing oil and gas structures . Birds Eastern Laterallus FT Unlikely . The species is known to occur in Weld County as black rail jamaicensis ssp . a year-round resident. Suitable nesting , migrating , and jamaicensis wintering habitat for the species consists of marshes and wet meadows including riparian marshes , coastal prairies , saltmarshes , and impounded wetlands . Piping Charadrius FT None . The Project Area is located within the Upper South plover melodus Platte River Basin . Based on the USFWS IPaC Report, this species is only required for consideration if water-related activities or use would occur within the North Platte , South Platte , or Laramie River basins . Colorado Sand Company LLC — Kersey Mine May 2024 Special Status Species and Habitat Assessment Report 3 A TRc .4, Common Scientific Name Status' Preliminary Analysis within the Study Areal Name y Whooping Grus americana FE Unlikely . Based on the USFWS IPaC , this species may be crane affected during migration season (April to mid- May , or mid- September through October) , as whooping cranes often use agriculture fields for stopover habitat during migration . Colorado Sand Company LLC — Kersey Mine May 2024 Special Status Species and Habitat Assessment Report 4 A TiRc .4, Common Scientific Name Status ' Preliminary Analysis within the Study Areal Name y Fish Pallid Scaphirhynchus FE None . The Project Area is located within the Upper South sturgeon albus Platte River Basin . Based on the USFWS IPaC Report, this species is only required for consideration if water-related activities or use would occur within the North Platte , South Platte , or Laramie River basins . Insects Monarch Danaus FC Possible. Suitable breeding habitat (i . e . , obligate milkweed butterfly plexippus host plant) for the monarch butterfly may be present within the Project Area . As a candidate species , the monarch butterfly does not receive statutory protection under the ESA; therefore , an effects determination is not a requirement for the monarch butterfly . Plants Ute ladies'- Spiranthes FT Unlikely . Suitable habitat for the species is complex and tresses diluvialis variable . One example of suitable habitat includes alluvial banks , point bars , floodplains , or oxbows associated with perennial streams , with a high-water table and short, perennial graminoid- and forb-dominated vegetation maintained by grazing , periodic flooding , or mowing . Western Platanthera FT None . The Project Area is located within the Upper South prairie praeclara Platte River Basin . Based on the USFWS IPaC Report, this fringed species is only required for consideration if water-related orchid activities or use would occur within the North Platte , South Platte , or Laramie River basins . Sources : USFWS 2023 ; Cornell Lab of Ornithology 2023 , USFWS 2024 . 1 FE = Federally Endangered ; FT = Federally Threatened ; FC = Federal Candidate; PFE = Proposed Federally Endangered 2 Potential for occurrence based on desktop analyses . Informal consultation with the USFWS Colorado ESFO will be required to confirm these preliminary findings . The CPW state Threatened and Endangered Species List identifies 31 species including 1 amphibian , 8 birds , 14 fish , and 8 mammals . State- listed threatened and endangered species are protected pursuant to Colorado Revised Statutes 33-2- 105 and 33-6- 109 , and CPW Final Regulations Chapter 10 , Article I , # 1000- Protected Species , wherein harassment , take , or possession of state- listed threatened and endangered species is prohibited . Species designated as State Special Concern are not protected under the statutory category described for threatened and endangered species but are considered in this analysis . Table 2 presents an assessment of each species that has the potential to occur within the Study Area based on known range and habitat requirements . Of the species listed in Table 2 , only the ferruginous hawk has been documented by CNHP as observed in the Project vicinity (CNHP 2023 ) . Based on the desktop resource assessment , no historic raptor nest sites have been documented within 0 . 5 miles of the Study Area . Based on habitat preference , geographic range , and habitat mapping ( including desktop and field verification ) conducted by TRC for the Project , suitable habitat for raptors , including burrowing owls , does occur within the Study Area . Colorado Sand Company LLC — Kersey Mine May 2024 Special Status Species and Habitat Assessment Report 5 A TiRc .4, Table 2 . State-Listed Species Identified as Potentially Occurring in the Study Area Common Scientific Status Suitable Habitat Potential for Occurrence in Name Name Project Area Mammals Black- Mustela SE Open grassland and Unlikely . Prairie dog towns are Footed nigripes prairie . present within the Project Area . Ferret However, the USFWS in coordination with CPW has block- cleared all black-tailed prairie dog habitat (the main prey source of black-footed ferrets) in eastern Colorado ( including Weld County) , after determining that these areas no longer contain any wild free- ranging black-footed ferrets . Plains Geomys SC Loose , sandy/silty Likely . Suitable habitat is found Pocket bursarius soils of the eastern within the in Project Area . Gopher plains with edible plant cover. Birds Burrowing Athene ST Short to mixed-grass Likely . Suitable habitat is present Owl cunicularia prairie and within the Project Area . agricultural fields ; associated with small mammal burrows . Ferruginous Buteo regalis SC Grasslands , Unlikely . Suitable nesting habitat is Hawk sagebrush country , not likely to be present within the saltbush-greasewood Project Area . Existing oil and gas shrublands , and structures adjacent to the Project edges of pinyon - Area could be utilized by nesting juniper forests at low pairs. to moderate elevations . Long- billed Numenius SC Open habitats with Possible. Suitable habitat is found Curlew americanus relatively short grass within the in Project Area . and small , woody vegetation . Breeding habitat includes prairies , pastures , and agricultural fields . Mountain Charadrius SC Prairie grasslands , Possible. Suitable habitat is found Plover montanus arid plains , and within the in Project Area . fields . Source : USFWS 2023 ; CODEX 2023 ; Cornell Lab of Ornithology 2023 ; CPW 2023a . ' SE = State Endangered ; ST = State Threatened ; and SC = State Special Concern Colorado Sand Company LLC — Kersey Mine May 2024 Special Status Species and Habitat Assessment Report 6 A TiRc .4, 3 . 2 Field Survey During the field survey , the Study Area was observed to consist entirely of grassland habitat dissected by oil and gas wells and gravel access roads . One special status species , the burrowing owl , was observed during the field survey . Table 3 lists TRC's observations documented during the field survey . Figure 2 shows the locations of TRC observations . Five active black-tailed prairie dog towns were recorded within the Study Area . Burrowing owls were observed within two of the prairie dog towns during the field survey (Table 3 ; Figure 2 ) . One active burrowing owl burrow/nest site ( Map ID 10 ) was identified within a prairie dog town ( Map ID 09 ) withing the 0 . 5 mi buffer of the Project Area during the October 16th , 2023 , survey . A second burrowing owl was observed flying ( Map ID 03) in another prairie dog town (Map ID 02 ) , but no burrow/nest was observed in the vicinity of the burrowing owl in flight . No federally listed , proposed , or candidate species were observed during the field survey . Of the ten species analyzed (Table 1 ) , suitable habitat exists in the Study Area for the monarch butterfly . However, the monarch 's obligate host species , milkweed was not observed at the time of the survey, but individual plants could have been missed due to the timing of the surveys outside of the flowering period . Existing oil and gas structures or road culverts adjacent to the Project may provide suitable roosting habitat for the tricolored bat. However, roosting habitat will not be removed as a result of Kersey Mine implementation and all disturbance will remain 100 feet from the existing oil and gas structures . Food and water sources (agricultural reservoirs and wetlands and waterbodies associated with the South Platte River) are located within two miles of the Project . Therefore , there is potential for this species to occur as a transient while foraging through the Permit Area . Areas of suitable habitat for all of the State listed threatened , endangered , and special concern species listed in Table 2 were observed within during the field survey. However, prairie dog towns recorded during the field effort are not present in areas of black footed ferret reintroductions . Additionally , the prairie dog towns observed are small in size and fragmented throughout the Study Area and , therefore , are not ideal for potential future reintroductions of the black-footed ferret . Additional raptor species observed during the survey included one red-tailed hawk perched within the Study Area and multiple northern harriers observed flying through the Study Area (Table 3 ; Figure 2 ) . Incidental wildlife observations included a variety of species that are common to the area . Two songbird species , horned larks and western meadowlarks , were seen throughout the Study Area . Incidental mammal observations consisted of black-tailed prairie dogs , pronghorn antelope , cottontail rabbits , and coyote (scat observed ) . Two species of reptiles observed were prairie rattlesnakes and an ornate box turtle (Table 3 ; Figure 2 ) . Colorado Sand Company LLC — Kersey Mine May 2024 Special Status Species and Habitat Assessment Report 7 :yr TRc Table 3 . Observations Collected During the Field Survey Within the Colorado Sands Kersey Mine Study Area Date Map ID Observation Comments 10/ 16/2023 01 Northern Harrier Species observed ; 3 adults observed foraging/soaring/perched . 10/ 16/2023 02 Prairie Dog Town Active , burrowing owl and mountain plover habitat; Prairie rattlesnake observations within this town . 10/ 16/2023 03 Burrowing Owl Species observed ; Observed flying at Map ID 02 . 10/ 16/2023 04 Burrow Plains pocket gopher habitat; Burrows 3-4 inches in diameter; soft sandy soil ; no mammals observed . Rabbit scat nearby. No pocket gophers observed at the time of survey . 10/ 16/2023 05 Burrow Plains pocket gopher habitat. No mammals observed at the time of survey. 10/ 16/2023 06 Prairie Dog Town Active . Suitable burrowing owl and mountain plover habitat. 10/ 16/2023 07 Prairie Dog Town Active . Suitable burrowing owl and mountain plover habitat. 10/ 16/2023 08 Northern Harrier Species observed flying through the Project Area . 10/ 16/2023 09 Prairie Dog Town Active . Suitable burrowing owl and mountain plover habitat. 10/ 16/2023 10 Burrowing Owl Species observed within a burrow at Map ID 09. 10/ 16/2023 11 Red-tailed Hawk Species observed perched on oil and gas structure 10/20/2023 12 Mountain Plover Habitat No mountain plover observed at time of survey. 10/20/2023 13 Prairie Dog Town Active . Suitable burrowing owl and mountain plover habitat. Prairie rattlesnake (2 ) observations within this town . 10/20/2023 14 Ornate Box Turtle Species observed at Map ID 13 . Colorado Sand Company LLC — Kersey Mine May 2024 Special Status Species and Habitat Assessment Report 8 ty, TR. c 4 . 0 Conclusions and Recommendations Based on the special status species and habitat assessment , the following critical issues were identified that could result in the need for additional agency consultation and mitigation measures : • Suitable habitat for the monarch butterfly could not be ruled out during the field survey . Additional surveys during the milkweed 's flowering season are recommended to determine the potential for presence of monarch butterflies and their obligate host species within the Project Area . As a Federal Candidate species , the monarch butterfly does not receive statutory protection under the ESA. • Existing oil and gas structures adjacent to the Project Area may provide suitable roosting habitat for the tricolored bat. However, Project disturbance will remain , at a minimum , 100 ft. from the existing oil and gas structures . Therefore , disturbance to roosting habitat as a result of the Project is not anticipated . • Burrowing owls (State Threatened ) were observed in the Study Area . Potentially suitable habitat for the other five state- listed species (Table 2 ) may be present within the Project Area . TRC recommends consultation with CPW to obtain recommendations regarding the minimization of impacts on these species . • One active burrowing owl nest was documented within the Project Area during the October 2023 field survey . CPW recommends restricting ground disturbance and human encroachment within 1 /4 mile of an active nest during the nesting season ( March 15 through August 31 ) . If future ground disturbance , facilities demolition , and human encroachment will occur within prairie dog towns between March 15 through October 31 , additional pre-construction surveys should be conducted following CPW survey guidelines to determine the presence or absence of burrowing owls and their nests . • Because burrowing owls may be present at a nest site up to one month prior to egg laying and several months after the young have left the nest , CPW recommends that efforts to eradicate prairie dog towns or destroy abandoned towns not occur between March 15 through October 31 ( CPW 2020) . • Other migratory bird species observed in the Project Area include northern harriers , a red-tailed hawk , and a number of common songbird species . To ensure compliance with the MBTA , CPW recommends implementing avoidance measures such as performing land clearing/disturbance and existing facilities demolition outside of the breeding season for most migratory birds (August 1 through March 14 ) (CPW 2020) . If future ground disturbance , facilities demolition , and human encroachment will occur during the breeding season (March 15 through July 31 ), additional pre-construction surveys for nesting birds should be conducted and nest buffers and avoidance periods should be implemented around active avian nests based on CPW and USFWS recommendations . If the start of ground disturbing activities and human use within the Project occurs prior to the start of the nesting season and nesting birds move into the area within the recommended buffer, TRC recommends consulting with CPW and the USFWS on additional mitigation measures , such as the use of a monitor during construction activities . Colorado Sand Company LLC — Kersey Mine May 2024 Special Status Species and Habitat Assessment Report 9 ' TRC 5 . 0 References Colorado Conservation Data Explorer (CODEX) . (2023) . GIS Online Mapping. Accessed October 2023 at: Map J CODEX (colostate . edu ) Colorado Natural Heritage Program ( CNHP) . ( 2023) . CNHP Spatial Layers — Statewide Elements by Quad . Accessed October 2023 at: https ://cnhp . colostate . edu/maps/cnhp- spatial - layers/ Colorado Oil and Gas Conservation Commission ( COGCC) . (2023 ) . GIS Online Mapping. Accessed October 2023 at: https : //cogccmap . state . co . us/cogcc gis online/ Colorado Parks and Wildlife (CPW) . ( 2015 ) . State Wildlife Action Plan. Accessed October 2023 at: https : //cpw . state . co . us/aboutus/ Pages/StateWildlifeActionPlan . aspx Colorado Parks and Wildlife (CPW) . (2020 ) . Recommended Buffer Zones and Seasonal Restrictions for Colorado Raptors . Colorado Parks and Wildlife . (2023a ) . Threatened and Endangered Species List. Accessed October 2023 at: https ://cpw. state . co . us/learn/Pages/SOC- ThreatenedEndangeredList. aspx . Colorado Parks and Wildlife (CPW) . (2023b) . Wildlife Species Map Application. Accessed October 12 , 2023 at: https://cpw. maps . arcgis . com/apps/instant/interactivelegend/index . html ?appid = b3e1f4c17 e98481c85f9683b02e91250 Cornell Lab of Ornithology . (2023 ) . All About Birds. Accessed October 2023 at: https ://www. allaboutbirds . orginews/ Google Earth Pro . (2023) Current and historic aerial imagery of 40°24'43 . 03" N , 104°24'54 . 12"W . Accessed October 2023 . Multi- Resolution Land Characteristics ( MRLC) Consortium . (2023 ) . MRLC Viewer — All National Land Cover Database (NLCD) 2016 Contiguous United States Land Cover. Accessed October 11 , 2023 , at: https : //www . mrlc . gov/viewer/ U . S . Fish and Wildlife Service ( USFWS) . (2024) . Environmental Conservation Online System ( EGOS) . Tricolored bat ( Perimyotis subf/avus)Accessed May 22 , 2024 at : https: //ecos .fws . gov/ecp/species/10515 . U . S . Fish and Wildlife Service ( USFWS) . (2023) . Unofficial IPaC resource list for the Sands Project, September 29 , 2023 . Colorado Sand Company LLC — Kersey Mine May 2024 Special Status Species and Habitat Assessment Report 10 Figures COORDINATE SYSTEM: NAD 1983 STATEPLANE COLORADO NORTH FIRS 0501 FEET. MAP ROTATION: 0 - SAVED BY: JSTRONA ON 6/4/2024, 16:21:20 PM: FILE PATH: T.'I1-PROJECTS'ICOLORADO SAND COMPANY4535891 KERSEYMINEI2-APRXICOLORADO SAND CO KERSEY M1NE.APRX: LAYOUT NAME: FIGURE 1 SITE LOCATION II _•-••_•-- I 1/4, i,, t .4,.,_,,i1 • re \ P4Firl N ! ••ve• r Ll\ .-. 1 1 -, 1$ 1 � ' - - ':••e f 16 I J 15 14 ( \...._ 13 \� acs .� ,- p -� II IR F+ •j�p6iu. �_ . _ \ ' .IAO� `-•^e•W�,emill �P _ ' • _ .,. ---- _- �� • • 471_9. 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J •t..!" • ^ + !•o it `� > .z,. -'ham. ' -:1i, ® STUDY AREA WY NE PROJECT: COLORADO SAND COMPANY II LLC el KERSEY MINE USGS 24K QUADRANGLE BOUNDARY _ o WELD COUNTY , COLORADO l_rI -�' TITLE: CO _ STUDY AREA LOCATION DRAWN BY: A . CLINE PROD. NO.: 535891 CHECKED BY: B . TRACY APPROVED BY: R . JENKINS FIGURE 1 11 NM OK DATE: JUNE 2024 BASE MAP: USGS TOPO MAP 0 2000 4,000 1526 COLE BOULEVARD QUAD: BARNESVILLE FEET®TR c BUILDING 3,SUITE 150 DATA SOURCES: TRC LAKEWOOD , CO 80401 1 :48,000 111 = 4,000' PHONE : 303. 792 . 5555 FILE: COLORADO SAND CO KERSEY MINE r� , ti I1: 111"1"fra 01 Illa 02 • xt 03 ; . ti Q lJ r( t ?. , U: co Ili I ' U sz 012 , 14.:z . I - \1 : • ci - 1 • I 08 - ¢ , . O 4 Q. Li 10 09 s O tu 05 04 - z I Q 4 O 4 - 4 em w i w ‘6) • . 11 _ M _ 4 l7 ' �. • 4441 i — 1 .. r 0 I - - ser , 0 -- - -- • r Ili _ . - 0 co CC - -, F. r St 4,-3 c.) , , — 0 , . . et:2 � Q PROJECT AREA PROJECT: COLORADO SAND COMPANY II , LLC stC Li! a a ® 0.5-MILE BUFFER KERSEY EY MINE LX WELD COUNTY, COLORADO .025-MILE BUFFER ii a 0 1 ,500 3,000 TITLE: ‘1"C is PRAIRIE DOG TOWN DELINEATED BOUNDARY HABITAT ASSESSMENT w O BURROWING OWL FEET FIELD SURVEY RESULTS co A O MOUNTAIN PLOVER HABITAT 1 :36,000 1 " = 3,000' M , DRAWN BY: A. CLINE PROJ. NO.: 535891 • O NORTHERN HARRIER CHECKED BY: B. TRACY P O PLAINS POCKET GOPHER HABITAT APPROVED BY: P. LORENZ I FIGURE 2 O ORNATE BOX TURTLE Greeley Li DATE: MAY 2024 op cr '` O PRAIRIE DOG TOWN �' `� 1526 COLE BOULEVARD BUILDING 3 , } Al SUITE 150 LAKEWOOD , CO 80401 z 4 O RED-TAILED HAWK TR cPHONE : 303. 792. 5555 oi : BASE MAP: ESRI "WORLD IMAGERY' BASEMAP 0 - DATA SOURCES: TRC FILE: COLORADO SAND CO_KERSEY MINE ATTACHMENT D Exhibit 25 : Environmental Health Questionnaire Exhibit 25 Page 1 EXHIBIT 25 ENVIRONMENTAL HEALTH QUESTIONNAIRE (1) Discuss the existing and proposed potable water source. If utilizing a drinking water well, include either the well permit or well permit application that was submitted to the State Division of Water Resources. If utilizing a public water tap, include a letter from the Water District, a tap or meter number, or a copy of the water bill. Please see Exhibit 26 : Water Supply Documentation . (2) Discuss the existing and proposed sewage disposal system. What type of sewage disposal system is on the property? If utilizing an existing on-site wastewater treatment system, provide the on-site wastewater treatment permit number. (If there is no on-site wastewater treatment permit due to the age of die existing on-site wastewater treatment system, apply for an on-site wastewater treatment permit through the Department of Public Health and Environment prior to submitting this application.) If a new on-site wastewater treatment system will be installed, please state "a new on-site wastewater treatment system is proposed. " (Only propose portable toilets if the use is consistent with the Department of Public Health and Environment's portable toilet policy.) CSC will utilize portable toilets as acceptable for mining. If CSC decides at a later date to utilize an onsite water well or install a new well for potable water, CSC will submit a modification request and the septic system will be installed as designed. Please see Exhibit 27 : Sewage Disposal Documentation. (3) If storage or warehousing is proposed, what type of items will be stored? • Sand • Water Treatment Chemicals (flocculant) • Equipment Spare Parts • Diesel Fuel • Diesel Exhaust Fluid • Gasoline • Gases for Welding and Cutting Minimal equipment storage will take place on site. Equipment maintenance will be conducted on an as-needed basis by on-site Contractors. Major repairs and maintenance activities will not occur on site. (4) Describe where and how storage and/or stockpile of wastes, chemicals, and/or petroleum will occur on this site. Off-spec sand will be stored in the process discard stockpile (PDS) , west of the plant facility . During mining and as part of final reclamation, this pile will be covered with growth media and seeded, with final vegetation meeting state reclamation criteria. Trash and refuse will be stored in roll off dumpsters and transported to a local landfill. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised: December 3 , 2024 Exhibit 25 Page 2 Chemicals and petroleum products will be stored inside a covered fueling station. Water treatment chemicals will be stored within the water treatment building. All chemicals will be handled according to the recommendations in Exhibit 25-1 : Safety Data Sheets . (5) If there will be fuel storage on site, indicate the gallons and the secondary containment. State the number of tanks and gallons per tank. There will be off road diesel fuel on site. A 12,000-gallon double walled tank will be at a fueling station, and a portable 1 ,000-gallon double walled tank will be in the pit for track equipment. In accordance with 40 CFR 112, a spill prevention. control, and countermeasures (SPCC) plan will be developed and maintained on site. The SPCC Plan will depict the location of all petroleum storage tanks, secondary containment, and response/reporting procedures in the event of a spill or release. The tank will include labeling per National Fire Protection Association (NFPA) requirements. Monthly and annual inspections will be conducted in accordance with the inspection and maintenance requirements to be set forth in the SPCC Plan. CSC will inform the fire district of the size and location of fuel storage on site. Per Colorado Department of Labor and Employment, Division of Oil and Public Safety (OPS), Storage Tank Requirements, Article 3 (Aboveground Storage Tanks), Section 3 - 1 (AST Program Scope and Applicability), (b)( 15), aboveground storage tanks (ASTs) used to store flammable and combustible liquids at mining operations are excluded from the OPS AST requirements, including tank registration. (6) If there will be washing of vehicles or equipment on site, indicate how the wash water will be contained. As limited by the construction stormwater permit, only water will be used to wash equipment: the use of any other fluid is not permitted to wash equipment. Washing will take place at the concrete pad at the wet plant. (7) If there will be floor drains, indicate how the fluids will be contained. The water treatment building will have floor drains, which will drain into a sump and be pumped back to the thickener unit. (8) Indicate if there will be any air emissions (e.g., painting, oil storage, etc.). Air emission sources from the Kersey Mine are as follows: • Fugitive Dust from sand mining activities and haul roads • Primary Screens (2) for wet material • Rescreening (6) for wet material • Dry Plant Screens (4) — completely enclosed • Dryers (3 ) — baghouse for PM control • Silos (6) — bin vent for PM control (9) Provide a design and operations plan if applicable (e.g., composting, landfills, etc.). Please see Exhibit D-1 : Mining Plan in the approved DRMS application (Exhibit 38) . Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised: December 3 , 2024 Exhibit 25 Page 3 (10) Provide a nuisance management plan if applicable (e.g., dairies, feedlots, etc.) Please see Exhibit 32 : Nuisance Abatement Plan . Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised: December 3 , 2024 Exhibit 25 Page 4 EXHIBIT 25- 1 SAFETY DATA SHEETS Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: December 3 , 2024 ulfed%ki.,\LNIVadtr 'at PHOENIX Safety Data Sheet DA-459 Revision date : 2018/08/20 Page : 1 /9 Version : 2 . 1 (30507508/SDS_GEN_US/EN) 1 . Identification Product identifier used on the label DA -459 Recommended use of the chemical and restriction on use Recommended use* : flocculation agent * The "Recommended use" identified for this product is provided solely to comply with a Federal requirement and is not part of the seller's published specification. The terms of this Safety Data Sheet (SDS) do not create or infer any warranty, express or implied , including by incorporation into or reference in the seller's sales agreement. Details of the supplier of the safety data sheet Company : PHOENIX Process Equipment Co 2402 Watterson Trail Louisville , KY 40299 , USA Telephone : 502-499-6198 Emergency telephone number CHEMTREC :E MTREC : 1 -800-424-9300 Other means of identification Chemical family : polyacrylamide , anionic 2 . Hazards Identification According to Regulation 2012 OSHA Hazard Communication Standard ; 29 CFR Part 1910 . 1200 Classification of the product No need for classification according to GHS criteria for this product. Label elements The product does not require a hazard warning label in accordance with GHS criteria . Hazards not otherwise classified Safety Data Sheet DA-459 Revision date : 2018/08/20 Page : 4/9 Version : 2 . 1 (30507508/SDS_GEN_US/EN ) 7 . Handling and Storage Precautions for safe handling Breathing must be protected when large quantities are decanted without local exhaust ventilation . Handle in accordance with good industrial hygiene and safety practice . Forms slippery surfaces with water. Protection against fire and explosion : Avoid dust formation . Dust in sufficient concentration can result in an explosive mixture in air. Handle to minimize dusting and eliminate open flame and other sources of ignition . Routine housekeeping should be instituted to ensure that dusts do not accumulate on surfaces . Dry powders can build static electricity charges when subjected to the friction of transfer and mixing operations . Provide adequate precautions , such as electrical grounding and bonding , or inert atmospheres . Refer to NFPA 654 , Standard for the Prevention of Fire and Dust Explosions from the Manufacturing , Processing , and Handling of Combustible Particulate Solids (2013 Edition) for safe handling . Conditions for safe storage, including any incompatibilities Further information on storage conditions : Store in unopened original containers in a cool and dry place . Avoid wet , damp or humid conditions , temperature extremes and ignition sources . Storage stability : Avoid extreme heat . 8 . Exposure Controls/ Personal Protection No occupational exposure limits known . Advice on system design : It is recommended that all dust control equipment such as local exhaust ventilation and material transport systems involved in handling of this product contain explosion relief vents or an explosion suppression system or an oxygen deficient environment . Ensure that dust- handling systems (such as exhaust ducts , dust collectors , vessels , and processing equipment) are designed in a manner to prevent the escape of dust into the work area (i . e . , there is no leakage from the equipment) . Use only appropriately classified electrical equipment and powered industrial trucks . Personal protective equipment Respiratory protection : Wear a NIOSH - certified (or equivalent) organic vapour/particulate respirator. Hand protection : Chemical resistant protective gloves Eye protection : Safety glasses with side-shields . Body protection : light protective clothing General safety and hygiene measures : Wear protective clothing as necessary to minimize contact . Handle in accordance with good industrial hygiene and safety practice . No eating , drinking , smoking or tobacco use at the place of work . Safety Data Sheet DA-459 Revision date : 2018/08/20 Page : 5/9 Version : 2 . 1 (30507508/SDS_GEN_US/EN ) 9 . Physical and Chemical Properties Form : powder to fine granules Odor: odorless Odor threshold : No applicable information available . Color: off-white pH value : 6 - 8 ( 10 g/I) The product has not been tested . The statement has been derived from substances/products of a similar structure or composition . Melting point : The substance / product decomposes therefore not determined . Boiling point : not applicable S ublimation point : No applicable information available . Flash point : not applicable Flammability : not flammable Lower explosion limit : No data available . U pper explosion limit : No data available . Autoignition : No data available . Vapor pressure : The product has not been tested . Bulk density : approx . 750 kg/m3 Vapor density : No data available . Partitioning coefficient n- Study scientifically not justified . octanol/water ( log Pow) : Self- ignition not self- igniting temperature : Viscosity , dynamic: 40 - 56 mPa . s (0 . 5 % ( m) , 25 ° C) % volatiles : not determined Solubility in water Forms a viscous solution . Solubility (quantitative) : No data available . Solubility (qualitative) : No data available . Evaporation rate : The product is a non -volatile solid . Other Information : If necessary , information on other physical and chemical parameters is indicated in this section . 10 . Stability and Reactivity Reactivity N o hazardous reactions if stored and handled as prescribed/indicated . Corrosion to metals : N o corrosive effect on metal . Oxidizing properties : not fire- propagating Chemical stability The product is stable if stored and handled as prescribed/indicated . Possibility of hazardous reactions The product is not a dust explosion risk as supplied ; however the build- up of fine dust can lead to a risk of dust explosions . Stable under normal conditions . Safety Data Sheet DA-459 Revision date : 2018/08/20 Page : 6/9 Version : 2 . 1 (30507508/SDS_GEN_US/EN ) N o hazardous reactions known . Conditions to avoid Avoid extreme temperatures . Avoid humidity . Incompatible materials strong acids , strong bases , strong oxidizing agents Hazardous decomposition products Decomposition products : N o hazardous decomposition products if stored and handled as prescribed/indicated . 11 . Toxicological information Primary routes of exposure Routes of entry for solids and liquids are ingestion and inhalation , but may include eye or skin contact . Routes of entry for gases include inhalation and eye contact . Skin contact may be a route of entry for liquefied gases . Acute Toxicity/Effects Acute toxicity Assessment of acute toxicity : No known acute effects . Oral Type of value : LD50 S pecies : rat Value : > 5 , 000 mg/kg (OECD Guideline 401 ) Irritation / corrosion Assessment of irritating effects : Not irritating to eyes and skin . S kin S pecies : rabbit Result : non - irritant Method : OECD Guideline 404 Eye S pecies : rabbit Result : non - irritant Sensitization Assessment of sensitization : Based on the ingredients , there is no suspicion of a skin -sensitizing potential . Aspiration Hazard N o aspiration hazard expected . Chronic Toxicity/Effects Repeated dose toxicity Assessment of repeated dose toxicity : Based on our experience and the information available , no adverse health effects are expected if handled as recommended with suitable precautions for designated uses . The product has not been tested . The statement has been derived from the properties of the individual components . Safety Data Sheet DA-459 Revision date : 2018/08/20 Page : 7/9 Version : 2 . 1 (30507508/SDS_GEN_US/EN ) Genetic toxicity Assessment of mutagenicity : Based on the ingredients , there is no suspicion of a mutagenic effect . Carcinogenicity Assessment of carcinogenicity : The whole of the information assessable provides no indication of a carcinogenic effect . None of the components in this product at concentrations greater than 0 . 1 % are listed by IARC ; NTP , OSHA or ACGIH as a carcinogen . Reproductive toxicity Assessment of reproduction toxicity : Based on the ingredients , there is no suspicion of a toxic effect on reproduction . Teratogenicity Assessment of teratogenicity : Based on the ingredients , there is no suspicion of a teratogenic effect . Other Information The product has not been tested . The statements on toxicology have been derived from products of a similar structure and composition . Symptoms of Exposure The most important known symptoms and effects are described in the labelling (see section 2) and/or in section 11 . , Further important symptoms and effects are so far not known . 12 . Ecological Information Toxicity Toxicity to fish LC50 (96 h) > 100 mg/I , Oncorhynchus mykiss (static) (under static conditions in the presence of 10 mg/L humic acid) Aquatic invertebrates LC50 (48 h) > 100 mg/I , Daphnia magna Persistence and degradability Assessment biodegradation and elimination (H20) Not readily biodegradable ( by OECD criteria) . Bioaccumulative potential Assessment bioaccumulation potential Based on its structural properties , the polymer is not biologically available . Accumulation in organisms is not to be expected . Mobility in soil Assessment transport between environmental compartments Information on: Anionic polyacrylamide Adsorption to solid soil phase is expected. Safety Data Sheet DA-459 Revision date : 2018/08/20 Page : 8/9 Version : 2 . 1 (30507508/SDS_GEN_US/EN) Additional information Other ecotoxicological advice : The product has not been tested . The statements on ecotoxicology have been derived from products of a similar structure and composition . 13 . Disposal considerations Waste disposal of substance : Must be disposed of or incinerated in accordance with local regulations . Container disposal : Dispose of in a licensed facility . Recommend crushing , puncturing or other means to prevent unauthorized use of used containers . RCRA : N ot a hazardous waste under RCRA (40 CFR 261 ) . 14 . Transport Information Land transport U SDOT N ot classified as a dangerous good under transport regulations Sea transport IMDG N ot classified as a dangerous good under transport regulations Air transport IATA/ ICAO N ot classified as a dangerous good under transport regulations 15 . Regulatory Information VOC content : not determined Federal Regulations Registration status : Chemical TSCA , US released / listed EPCRA 311 /312 ( Hazard categories) : Not hazardous ; CA Prop. 65 : Safe Drinking Water & Toxic Enforcement Act , CA Prop . 65 : WARNING : This product can expose you to chemicals including ACRYLAMIDE , which is known to the State of California to cause cancer and birth defects or other reproductive harm . For more information , go to www . P65Warnings . ca . gov. [Other Prop 65 components may be present in the product . ] N FPA Hazard codes : Safety Data Sheet DA-459 Revision date : 2018/08/20 Page : 9/9 Version : 2 . 1 (30507508/SDS_GEN_US/EN) Health : 0 Fire : 1 Reactivity : 0 Special : - HMIS III rating Health : 0 Flammability : 1 Physical hazard : 0 16 . Other Information S DS Prepared by: PHOENIX Process Equipment S DS Prepared on : 2018/08/20 We support worldwide Responsible Care® initiatives . We value the health and safety of our e mployees , customers , suppliers and neighbors , and the protection of the environment . Our commitment to Responsible Care is integral to conducting our business and operating our facilities in a safe and environmentally responsible fashion , supporting our customers and suppliers in ensuring the safe and environmentally sound handling of our products , and minimizing the impact of our o perations on society and the environment during production , storage , transport , use and disposal of o ur products . IMPORTANT : WHILE THE DESCRIPTIONS , DESIGNS , DATA AND INFORMATION CONTAINED HEREIN ARE PRESENTED IN GOOD FAITH AND BELIEVED TO BE ACCURATE , IT IS PROVIDED FOR YOUR GUIDANCE ONLY . BECAUSE MANY FACTORS MAY AFFECT PROCESSING OR APPLICATION/USE , WE RECOMMEND THAT YOU MAKE TESTS TO DETERMINE THE SUITABILITY OF A PRODUCT FOR YOUR PARTICULAR PURPOSE PRIOR TO USE . NO WARRANTIES OF ANY KIND , EITHER EXPRESSED OR IMPLIED , INCLUDING WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE , ARE MADE REGARDING PRODUCTS DESCRIBED OR DESIGNS , DATA OR INFORMATION SET FORTH , OR THAT THE PRODUCTS , DESIGNS , DATA OR INFORMATION MAY BE USED WITHOUT INFRINGING THE INTELLECTUAL PROPERTY RIGHTS OF OTHERS . IN NO CASE S HALL THE DESCRIPTIONS , INFORMATION , DATA OR DESIGNS PROVIDED BE CONSIDERED A PART OF OUR TERMS AND CONDITIONS OF SALE . FURTHER , YOU EXPRESSLY U NDERSTAND AND AGREE THAT THE DESCRIPTIONS , DESIGNS , DATA , AND INFORMATION FURNISHED BY OUR COMPANY HEREUNDER ARE GIVEN GRATIS AND WE ASSUME NO OBLIGATION OR LIABILITY FOR THE DESCRIPTION , DESIGNS , DATA AND INFORMATION GIVEN OR RESULTS OBTAINED , ALL SUCH BEING GIVEN AND ACCEPTED AT YOUR RISK . END OF DATA SHEET ww3/411/41 ..SW:Str AIM PH .' : EMX SAFETY DATA SHEET SECTION 1 : IDENTIFICATION OF THE SUBSTANCE / MIXTURE AND OF THE COMPANY I UNDERTAKING 1. 1 Product Identifier Product name: LC9226H Synonym: Cationic Polymer Solution 1. 2 RELEVANT IDENTIFIED USES OF THE SUBSTANCE OR MIXTURE AND USES ADVISED AGAINST Identified uses: Processing Aid for Industrial Applications. Uses advised against: For Industrial Applications Only! 1.3 COMPANY IDENTIFICA TION Company PHOENIX Process Equipment Co. 2402 Watterson Trail Louisville, KY 40299 Telephone (502 ) 499-6198 Fax (502 ) 499- 1079 1.4 EMERGENCY Telephone NUMBER 24-hour emergency number: Chemtrec (800) 424-9300 CCN# 634803 SECTION 2 : HAZARD IDENTIFICATION 2. 1 GHS Classification of the substance or mixture Classification according to paragraph (d) of Regulation 29 CFR 1910. 1200 Not Classified 2.2 Label elements Labeling according to paragraph (0 of Regulation 29 CFR 1910: 1200 Hazard symbol(s): None Required . Signal word: None Required . Hazard statement(s): H303 May be harmful if swallowed. H333 May be harmful if inhaled . 2.3 Precautionary Statements Response: P301+P330+P331 IF SWALLOWED: Rinse mouth . Do NOT induce vomiting . P304+P340 IF INHALED: Remove person to fresh air and keep comfortable for breathing . P305+P351+P338 IF IN EYES: Rinse cautiously with water for several minutes. Remove contact lenses, if prese and easy to do. Continue rinsing. P302+P352+P362+P364 IF ON SKIN: Wash with plenty of water. Take off contaminated clothing and wash before reuse. P308+P313 If exposed or concerned : Get medical advice/ attention . P390 Absorb spillage to prevent material damage. Revision Date : 11/23/2022 Page 1 of 8 Prevention: P202 Do not handle until all safety precautions have been read and understood . P233 Keep container tightly closed . P261 Avoid breathing mists, vapors, or spray. P264 Wash thoroughly after handling . P270 Do not eat, drink, or smoke when using this product. P280 Wear protective gloves and clothing, appropriate eye and face protection . Storage: P403+P233 Store in a well-ventilated place. Keep container tightly closed. P405 Store locked up. Disposal: P501 Dispose of contents/container is accordance with all local , state, and federal requirements. 2.4 Other hazards Spills produce extremely slippery surfaces. SECTION 3 : COMPOSITION I INFORMATION ON INGREDIENTS 3. 1 Substances Not Applicable. This product is not a substance. 32 Mixtures Hazardous Components CAS Number Weight Contains no reportable hazardous substances SECTION 4: FIRST AID MEASURES 4. 1 Description of first aid measures Inhalation: Move to fresh air. Seek medical attention if symptoms appear. Skin Contact: Wash immediately with soap and copious amounts of water while removing all contaminated clothes and shoes. In case of persistent skin irritation, consult a physician. Eye contact: Rinse immediately with plenty of water or Diphoterine ®, also under the eyelids, for at least 15 minutes. If irritation persists, get prompt medical attention . Remove contact lenses needed . Ingestion: Rinse mouth with water. DO NOT induce vomiting . Get medical attention immediately if symptoms occur. 41 Most important symptoms and effects, both acute and delayed None under normal use. 4.3 Indication of any immediate medical attention and special treatment needed None reasonably foreseeable. Treat any symptomatically if any occur. 4.4 Other Information None. Revision Date : 11/23/2022 Page 2 of 8 SECTION 5: FIRE FIGHTING MEASURES 5. 1 Extinguishing media Suitable extinguishing media: Use water, water spray, alcohol-resistant foam , carbon dioxide, dry powder. Warning ! Spills produce extremely slippery surfaces. Unsuitable extinguisher media: None known . 5.2 Special hazards arising from the substance or mixture Hazardous decomposition products: Thermal decomposition may produce: Hydrogen Chloride (HCI), Carbon oxides(CoX), Nitrogen Oxides (NO ), Hydrogen Cyanide (hydrocyanic acid) may be produces in the even of combustion in an oxygen deficient atmosphere. 5.3 Advice for fire fighters Protective measures: Wear self- contained breathing apparatus and protective suit. 5.4 Other information Spills produce extremely slippery surfaces. Will not bum until water is evaporated. SECTION 6: ACCIDENTAL RELEASE MEASURE 6. 1 Personal precautions, protective equipment, and emergency procedures Personal precautions: Do not touch or walk-through spilled material. Spills produce extremely slippery surfaces. Protective equipment: Wear adequate personal protective equipment (see Section 8 Exposure Controls/Personal Protection ). Emergency procedures: Use suitable absorbent material to soak up spill. Sweep up spills put in suitable container for disposal . Keep people away from spilllleak. Prevent further leakage/ spillage if safe to do so. 6.2 Environmental precautions As with all chemical products, do not flush into surface water. 6.3 Methods and material for containment and cleaning up Small spills: Do not flush with water. Use suitable absorbent material to soak up spill . Sweep up and shovel into suitable container for disposal. Large spills: Do not flush with water. Use suitable absorbent material to soak up spill and create dam . Sweep up and shovel into suitable container for disposal . Residues: Soak up with inert absorbent material. After cleaning , use water to remove any traces, collect water for reuse or disposal . 6.4 Reference to other sections Section 7: Handling and storage; Section 8: Exposure controls/personal protection; Section 9: Physical and chemical properties; Section 13: Disposal considerations. Revision Date : 11/23/2022 Page 3 of 8 SECTION 7 : HANDLING AND STORAGE 7. 1 Precautions for safe handling Avoid contact with skin and eyes. Renders surfaces extremely slippery when spilled. When using, do not eat, drink, or smoke. 7.2 Conditions for safe storage, including any incompatibilities Keep in a dry place away from heat and sources of ignition. Freezing may affect the physical condition of material. 7.3 Specific end use(s) None. SECTION 8 : EXPOSURE CONTROLS/PERSONAL PROTECTION 8. 1 Control parameters Occupational exposure limits on material as supplied: Occupational exposure limits of hazardous components: Components: CAS Number OSHA PEL-TWA NOSH REL-TWA ACGIH TLV-TWA (ST) STEL (ST) STEL (ST) STEL (C) Ceiling (C) Ceiling (C) Ceiling None 8.2 Exposure controls Appropriate engineering controls: Use local exhaust if misting occurs. Natural ventilation is adequate in absence of mist. Personal Protective Equipment (PPE) Eye/Face protection: Safety glasses with side shields, goggles, or face shield . Skin protection: Wear coveralls and/or chemical apron and rubber footwear where physical contact can occur. Hand protection: PVC or other plastic material gloves. Respiratory protection: None required under normal use. Additional advice: Handle in accordance with good industrial hygiene and safety practice. Wash hands before breaks and after handling the material. Environmental exposure controls: Do not allow uncontrolled discharge of product into the environment. Do not flush into surface water. SECTION 9 : PHYSICAL AND CHEMICAL PROPERTIES 9. 1 Information on basic physical and chemical properties Appearance Clear, slightly yellow liquid. Odor Not applicable. Odor Threshold Not applicable. Revision Date : 11/23/2022 Page 4 of 8 pH 5 - 8 Melting point/freezing point < 0 °C. Initial boiling point and boiling range > 100 °C. Flash point Does not flash . Evaporation rate No data available. Flammability (solid, gas): Not applicable. Upper/lower flammability or explosive limits Not expected to create explosive atmospheres Vapor pressure 2.3 kPa @ 20 °C. Vapor density 0.804 g/liter @ 20 °C. Relative density (gr/ml) 1 .0 - 1 . 1 Solubility(ies) Completely miscible in water. Partition coefficient < 0 Auto ignition temperature Does not self-ignite (based on the chemical structure). Decomposition temperature > 150 °C Viscosity (cPs) 1 ,000 - 3,000 Explosive properties Not expected to be explosive. Oxidizing properties Not expected to be oxidizing. 9.2 Other information None. SECTION 10 : STABILITY AND REACTIVITY 10. 1 Reactivity Stable under recommended storage conditions. 10.2 Chemical stability Stable under recommended storage conditions. 10.3 Possibility of hazardous reactions None Known . 10.4 Conditions to avoid Protect from frost, heat, and sunlight. 10.5 Incompatible materials None known . 10.6 Hazardous decomposition products Thermal decomposition may produce: Hydrogen Chloride (HCl) gas, Carbon oxides (CO)). Nitrogen Oxides (NO ). Hydrogen cyanide (hydrocyanic acid - HCN). SECTION 11 : TOXICOLOGICAL INFORMATION 11. 1 Information on toxicological effects Information on the product as supplied: Acute oral toxicity LD5o/oral/rat: > 5000 mg/kg . Acute dermal toxicity LD5o/dermalirat: > 5000 mglkg . Acute inhalation toxicity No data available. Substance has no vapor pressure and virtually no exposure to inhalable aerosols. Skin corrosionCrritation Not irritating Serious eye damage/eye irritation Slightly irritating Respiratory/skin sensitization Not expected to experience sensitization Mutagenicity This product is not expected to be mutagenic Carcinogenicity This product is not expected to be carcinogenic Reproductive toxicity This product is not expected to interfere with reproduction Revision Date : 11/23/2022 Page 5 of 8 STOT-single exposure No known effects STOT — repeated exposure No known effects Aspiration hazard No hazards resulting from material as supplied SECTION 12 : ECOLOGICAL INFORMATION 12. 1 Toxicity Information on the product as supplied: Acute toxicity to fish LC50/Danio rerio/96 hours: > 100 mg/L (OECD 203) Acute toxicity to invertebrates EC50/Daphnia magna/48 hours: > 100 mg/L (OECD 202) Acute toxicity to algae Algal inhibition are not appropriate as the substance prevents homogenous distribution . Chronic toxicity to fish No data available Chronic toxicity to invertebrates No data available Toxicity to microorganisms EColactivated sludge/0.5hr: 1000 mg/L (OECD 209) Effects on terrestrial organisms No data available Sediment toxicity No data available 12.2 Persistence and degradability Degradation: Not readily biodegradable. Hydrolysis: Does not hydrolyze. Photolysis: No data available. 12.3 Bio-accumulative potential Information on the product as supplied: Not expected to bio-accumulate Partition co-efficient (Log Pow): < 0 Bio concentration factor (BCF): � 0 12.4 Mobility in soil Information on the product as supplied: Koc: � 0 12.5 Other adverse effects None Known . SECTION 13 : DISPOSAL CONSIDERATIONS 13. 1 Waste treatment methods Waste from residues / unused products: Dispose of in accordance with local, state, and federal regulations. Contaminated packaging: Dispose of in accordance with local, state, and federal regulations. Recycling: Store containers and offer for recycling in accordance with local, state, and federal regulations. SECTION 14 : TRANSPORT INFORMATION Land transport (DOT) Not regulated UN Number Proper Shipping Name Hazard Class Packing Group Revision Date : 11/23/2022 Page 6 of 8 Sea transport (IMDG) Not regulated UN Number Proper Shipping Name Hazard Class Packing Group Air transport (IA TA) Not regulated UN Number Proper Shipping Name Hazard Class Packing Group SECTION 15 : REGULATORY INFORMATION 15. 1 Safety, health and environmental regulations / legislation specific for the substance or mixture TSCA Chemical Substances Inventory: All components of this product are either listed on the inventory or are exempt from listing . US SARA Reporting Requirements: Section 302(TPQ) RQ 1304 RQ: The following materials are present; None Section 311 /312: Immediate Hazard El Pressure Hazard 0 Delayed Hazard 0 Reactivity Hazard 0 Fire Hazard 0 Section 313: None - This material does not contain any chemical components with known CAS numbers that exceed the threshold ( De Minimis) reporting levels established by SARA Title III , Section 313 . CAA (112ry HAPS: None CWA: This product contains the following substances regulated as pollutants pursuant to the CWA (40 CFR 122.21 and 40 CFR 122.42) . Component CASRN None CERCLA: None Pennsylvania Worker and Community Right- To-Know Act: The following chemicals are listed because of the additional requirements of Pennsylvania law: Components CASRN None California Proposition 65 Information: WARNING: This product may contain the following chemical(s) known to the State of California to cause cancer, bit defects, or other reproductive harm : None SECTION 16 : OTHER INFORMATION NFPA and HMIS Ratings: NFPA: Health 1 Fire Hazard 0 Reactivity 0 Revision Date : 11/23/2022 Page 7 of 8 HMIS: Health 1 Flammability 0 Reaci'vity 0 PPE Code B This SDS was prepared in accordance with the following: U. S. Code of Federal Regulations 29 CFR 191a 1200 The information provided in this Safety Data Sheet is correct to the best of our knowledge, information and belief at the date of its publication. The information given is designed only as a guide for safe handling, use, processing, storage, transportation, disposal and release and is not to be considered a warranty or quality specification. The information relates only to the specific material designated and may not be valid for such material used in combination with any other materials or in any process, unless specified in the text. Revision Date : 11/23/2022 Page 8 of 8 Version: 2. 1 Effective Date: Dec-18-2017 Previous Date : Aug-04-2015 suea SAFETY DATA SHEET POLYFLOC * API 720 1 . Identification Product identifier POLYFLOC AP1720 Other means of identification None . Recommended use Flocculant Recommended restrictions None known . Company/undertaking identification SUEZ WTS USA, Inc. 4636 Somerton Road Trevose , PA 19053 T 215 355 3300 , F 215 953 5524 Emergency telephone (800) 877 1940 2 . Hazard (s) identification Physical hazards Not classified . Health hazards Not classified . OSHA defined hazards Not classified . Label elements Hazard symbol None . Signal word None . Hazard statement The mixture does not meet the criteria for classification . Precautionary statement Prevention Observe good industrial hygiene practices . Response Wash hands after handling . Storage Store away from incompatible materials . Disposal Dispose of waste and residues in accordance with local authority requirements. Hazard(s) not otherwise None known . classified (HNOC) Supplemental information None . 3 . Composition/information on ingredients Mixtures The manufacturer lists no ingredients as hazardous according to OSHA 29 CFR 1910 . 1200. This material is not considered to be hazardous according to regulatory guidelines (see Section 15 of the SDS ) . Composition comments Information for specific product ingredients as required by the U .S . OSHA HAZARD COMMUNICATION STANDARD is listed . Refer to additional sections of this SDS for our assessment of the potential hazards of this formulation . 4. First-aid measures Inhalation If breathing is difficult, remove to fresh air and keep at rest in a position comfortable for breathing . Call a physician if symptoms develop or persist. Page : 1 / 6 Page 483 of 605 Skin contact Take off contaminated clothing and wash before reuse . Wash thoroughly with soap and water. Get medical attention if irritation develops and persists . Eye contact Immediately flush eyes with plenty of water for at least 15 minutes . Remove contact lenses , if present and easy to do . Keep eyelids apart. Get medical attention if irritation develops and persists . Ingestion Do not feed anything by mouth to an unconscious or convulsive victim . Do not induce vomiting . Rinse mouth . If ingestion of a large amount does occur, call a poison control center immediately. Most important Direct contact with eyes may cause temporary irritation . symptoms/effects, acute and delayed Indication of immediate Treat symptomatically. medical attention and special treatment needed General information Ensure that medical personnel are aware of the material(s) involved , and take precautions to protect themselves . 5 . Fire-fighting measures Suitable extinguishing media Water fog . Foam . Dry chemical powder. Carbon dioxide (OO2 ). Unsuitable extinguishing Do not use water jet as an extinguisher, as this will spread the fire. media Specific hazards arising from During fire , gases hazardous to health may be formed . the chemical Special protective equipment Wear full protective clothing , including helmet, self-contained positive pressure or pressure and precautions for firefighters demand breathing apparatus , protective clothing and face mask. Fire fighting In case of fire and/or explosion do not breathe fumes . Use standard firefighting procedures and equipment/instructions consider the hazards of other involved materials . Move containers from fire area if you can do so without risk. Cool containers / tanks with water spray. Specific methods Use standard firefighting procedures and consider the hazards of other involved materials. General fire hazards No unusual fire or explosion hazards noted . 6 . Accidental release measures Personal precautions, Spills are very slippery. Keep unnecessary personnel away. Avoid contact with spilled material . protective equipment and Wear appropriate protective equipment and clothing during clean-up . See Section 8 of the SDS for emergency procedures Personal Protective Equipment. Methods and materials for Stop the flow of material , if this is without risk. Clean up promptly by sweeping or vacuum . containment and cleaning up Following product recovery, flush area with water. Aqueous solutions or powders that become wet produce extremely slippery conditions . For waste disposal , see section 13 of the SDS . Sweep up and remove. Minimize dust generation . Environmental precautions Avoid discharge into drains , water courses or onto the ground . 7 . Handling and storage Precautions for safe handling Use care in handling/storage . Spills are very slippery. Handle in accordance with good industrial hygiene and safety procedures . Conditions for safe storage, Store in original tightly closed container. Store away from incompatible materials (see Section 10 including any incompatibilities of the SDS). Store in accordance with local/regional/national/international regulation . 8 . Exposure controls/personal protection Occupational exposure limits This mixture has no ingredients that have PEL, TLV, or other recommended exposure limit. Biological limit values No biological exposure limits noted for the ingredient(s). Appropriate engineering Good general ventilation (typically 10 air changes per hour) should be used . Ventilation rates controls should be matched to conditions . If applicable , use process enclosures , local exhaust ventilation , or other engineering controls to maintain airborne levels below recommended exposure limits . If exposure limits have not been established , maintain airborne levels to an acceptable level . Individual protection measures, such as personal protective equipment Eye/face protection Splash proof chemical goggles . Skin protection Hand protection Chemical resistant gloves . The choice of an appropriate glove does not only depend on its material but also on other quality features and is different from one producer to the other. Glove selection must take into account any solvents and other hazards present. Other Wear suitable protective clothing . The type of protective equipment must be selected according to the concentration and amount of the dangerous substance at the specific workplace . Material name: POLYFLOC* AP1720 Page : 2 / 6 Version number: 2. 1 Page 484 of 605 Respiratory protection If ventilation is insufficient, suitable respiratory protection must be provided . A RESPIRATORY PROTECTION PROGRAM THAT MEETS OSHA'S 29 CFR 1910 . 134 AND ANSI Z88 . 2 REQUIREMENTS MUST BE FOLLOWED WHENEVER WORKPLACE CONDITIONS WARRANT A RESPIRATOR'S USE . Thermal hazards Wear appropriate thermal protective clothing , when necessary. General hygiene Always observe good personal hygiene measures , such as washing after handling the material considerations and before eating , drinking , and/or smoking . Routinely wash work clothing and protective equipment to remove contaminants . 9 . Physical and chemical properties Appearance Color White to off-white Physical state Granules Odor Mild Odor threshold Not available . pH in aqueous solution 7 . 8 (0 . 5% SOL. ) Melting point/freezing point Not available . Initial boiling point and boiling Not available . range Flash point > 213 ° F (> 101 °C) P-M (CC) Evaporation rate < 1 (Ether = 1 ) Flammability (solid , gas) Not available . Upper/lower flammability or explosive limits Flammability limit - lower Not available . (%) Flammability limit - upper Not available . (%) Explosive limit - lower r/o) Not available . Explosive limit - upper (%) Not available . Vapor pressure < 0 . 1 mm Hg Vapor pressure temp. 70 ° F (21 °C ) Vapor density < 1 (Air = 1 ) Relative density Not available . Relative density temperature 70 ° F (21 °C ) Solubility( ies) Solubility (water) 1 % Partition coefficient Not available . (n-octanol/water) Auto-ignition temperature Not available . Decomposition temperature Not available . Viscosity Not available . Viscosity temperature 70 ° F (21 °C ) Other information VOC 0 °/0 (Estimated ) 10 . Stability and reactivity Reactivity The product is stable and non-reactive under normal conditions of use, storage and transport. Chemical stability Material is stable under normal conditions. Possibility of hazardous Hazardous polymerization does not occur. reactions Conditions to avoid Contact with incompatible materials . Contact with oxidizers may cause fire . Incompatible materials Strong oxidizing agents . Hazardous decomposition Oxides of carbon and nitrogen evolved in fire . products Material name: POLYFLOC* AP1720 Page : 3 / 6 Version number: 2. 1 Page 485 of 605 11 . Toxicological information Information on likely routes of exposure Inhalation May cause irritation to respiratory organs . Skin contact May be slightly irritating to skin . Eye contact Direct contact with eyes may cause temporary irritation . Ingestion May cause slight gastrointestinal irritation . Symptoms related to the Prolonged and repetitive exposure , depending on the route(s) , may develop transient irritation on physical, chemical and skin , eyes , ingestion tract, and/or respiratory tract. toxicological characteristics Information on toxicological effects Acute toxicity Product Species Test Results POLYFLOC AP1720 Acute Oral LD50 Rat > 5000 mg/kg * Estimates for product may be based on additional component data not shown . Skin corrosion/irritation Prolonged skin contact may cause temporary irritation . Serious eye damage/eye Direct contact with eyes may cause temporary irritation . irritation Respiratory or skin sensitization Respiratory sensitization This product is not expected to cause respiratory sensitization . Skin sensitization This product is not expected to cause skin sensitization . Germ cell mutagenicity No data available to indicate product or any components present at greater than 0. 1 % are mutagenic or genotoxic. Carcinogenicity This product is not considered to be a carcinogen by IARC , ACGIH , NTP , or OSHA. IARC Monographs. Overall Evaluation of Carcinogenicity Not listed . OSHA Specifically Regulated Substances (29 CFR 1910 . 1001 -1050) Not regulated . US. National Toxicology Program (NTP) Report on Carcinogens Not listed . Reproductive toxicity This product is not expected to cause reproductive or developmental effects . Specific target organ toxicity - Not classified . single exposure Specific target organ toxicity - Not classified . repeated exposure Aspiration hazard Not classified . Further information This product has no known adverse effect on human health . 12 . Ecological information Ecotoxicity Product Species Test Results POLYFLOC AP1720 IC50 Scenedesmus (algae) > 100 mg/I , Acute Toxicity, 72 hour LC50 Zebra Fish > 100 mg/I , Acute Toxicity, 96 hour Aquatic Crustacea EC50 Daphnia magna > 100 mg/I , Acute Toxicity, 48 hour Bioaccumulative potential No data available . Mobility in soil No data available . Other adverse effects No other adverse environmental effects (e .g . ozone depletion , photochemical ozone creation potential , endocrine disruption , global warming potential ) are expected from this component. Material name: POLYFLOC* AP1720 Page : 4 / 6 Version number: 2. 1 Page 486 of 605 Persistence and degradability No data is available on the degradability of this product. 13 . Disposal considerations Disposal instructions Collect and reclaim or dispose in sealed containers at licensed waste disposal site . Local disposal regulations Dispose in accordance with all applicable regulations . Hazardous waste code The waste code should be assigned in discussion between the user, the producer and the waste disposal company. Waste from residues / unused Dispose of in accordance with local regulations . Empty containers or liners may retain some products product residues . This material and its container must be disposed of in a safe manner (see : Disposal instructions ) . Contaminated packaging Empty containers should be taken to an approved waste handling site for recycling or disposal . Since emptied containers may retain product residue , follow label warnings even after container is emptied . 14. Transport information DOT Not regulated as dangerous goods . IATA Not regulated as dangerous goods . IMDG Not regulated as dangerous goods . 15 . Regulatory information US federal regulations This product is not known to be a "Hazardous Chemical" as defined by the OSHA Hazard Communication Standard , 29 CFR 1910 . 1200 . TSCA Section 12(b) Export Notification (40 CFR 707, Subpt. D) Not regulated . CERCLA Hazardous Substance List (40 CFR 302 .4) Not listed . SARA 304 Emergency release notification Not regulated . OSHA Specifically Regulated Substances (29 CFR 1910 . 1001 -1050) Not regulated . Superfund Amendments and Reauthorization Act of 1986 (SARA) Hazard categories Immediate Hazard - No Delayed Hazard - No Fire Hazard - No Pressure Hazard - No Reactivity Hazard - No SARA 302 Extremely hazardous substance Not listed . SARA 311 /312 Hazardous No chemical SARA 313 (TRI reporting) Not regulated . Other federal regulations Clean Air Act (CAA) Section 112 Hazardous Air Pollutants ( HAPs) List Not regulated . Clean Air Act (CAA) Section 112(r) Accidental Release Prevention (40 CFR 68. 130) Not regulated . Safe Drinking Water Act Not regulated . (SDWA) Inventory status Country(s) or region Inventory name On inventory (yes/no)* Canada Domestic Substances List ( DSL) No Canada Non-Domestic Substances List ( NDSL) Yes Material name: POLYFLOC* AP1720 Page : 5 / 6 Version number: 2. 1 Page 487 of 605 Country(s) or region Inventory name On inventory (yes/no)* United States & Puerto Rico Toxic Substances Control Act (TSCA) Inventory Yes *A "Yes" indicates that all components of this product comply with the inventory requirements administered by the governing country(s) A "No" indicates that one or more components of the product are not listed or exempt from listing on the inventory administered by the governing country(s). US state regulations California Safe Drinking Water and Toxic Enforcement Act of 1986 ( Proposition 65) : This material is not known to contain any chemicals currently listed as carcinogens or reproductive toxins. US - California Proposition 65 - CRT: Listed date/Carcinogenic substance No ingredient listed . US - California Proposition 65 - CRT: Listed date/Developmental toxin No ingredient listed . US - California Proposition 65 - CRT: Listed date/Female reproductive toxin No ingredient listed . US - California Proposition 65 - CRT: Listed date/Male reproductive toxin No ingredient listed . US - Massachusetts RTK - Substance List Not regulated . US - Pennsylvania RTK - Hazardous Substances Not regulated . US - Rhode Island RTK Not regulated . US. California Proposition 65 California Safe Drinking Water and Toxic Enforcement Act of 1986 ( Proposition 65) : This material is not known to contain any chemicals currently listed as carcinogens or reproductive toxins . 16 . Other information , including date of preparation or last revision Issue date Oct-27-2014 Revision date Dec- 18-2017 Version # 2 . 1 List of abbreviations CAS : Chemical Abstract Service Registration Number TSRN indicates a Trade Secret Registry Number is used in place of the CAS number. ACGIH : American Conference of Governmental Industrial Hygienists NOEL: No Observed Effect Level STEL: Short Term Exposure Limit LC50 : Lethal Concentration , 50% TWA: Time Weighted Average BOD : Biochemical Oxygen Demand COD : Chemical Oxygen Demand TOC : Total Organic Carbon IATA: International Air Transport Association IMDG : International Maritime Dangerous Goods Code LD50 : Lethal Dose , 50% NFPA: National Fire Protection Association References : No data available Disclaimer The information provided in this Safety Data Sheet is correct to the best of our knowledge, information and belief at the date of its publication . The information given is designed only as a guidance for safe handling , use , processing , storage , transportation , disposal and release and is not to be considered a warranty or quality specification . The information relates only to the specific material designated and may not be valid for such material used in combination with any other materials or in any process, unless specified in the text. Revision information Other information , including date of preparation or last revision : Prepared by Prepared by This SDS has been prepared by SUEZ Regulatory Department ( 1 -215-355-3300) . * Trademark of SUEZ. May be registered in one or more countries . Material name: POLYFLOC* AP1720 Page : 6 / 6 Version number: 2. 1 Page 488 of 605 Version: 3.2 Effective Date: Dec-20-2017 Previous Date : Dec-18-2017 suea SAFETY DATA SHEET SOLISEP * PS9633 1 . Identification Product identifier SOLISEP PS9633 Other means of identification None . Recommended use Separation aid Recommended restrictions None known . Company/undertaking identification SUEZ WTS USA, Inc. 4636 Somerton Road Trevose , PA 19053 T 215 355 3300 , F 215 953 5524 Emergency telephone (800) 877 1940 2 . Hazard (s) identification Physical hazards Not classified . Health hazards Skin corrosion/irritation Category 2 Serious eye damage/eye irritation Category 1 Specific target organ toxicity, single exposure Category 3 respiratory tract irritation OSHA defined hazards Not classified . Label elements c • Signal word Danger Hazard statement Causes skin irritation . Causes serious eye damage. May cause respiratory irritation . Precautionary statement Prevention Avoid breathing mist or vapor. Wash thoroughly after handling . Use only outdoors or in a well-ventilated area . Wear eye protection/face protection . Wear protective gloves . Response If on skin : Wash with plenty of water. If inhaled : Remove person to fresh air and keep comfortable for breathing . If in eyes : Rinse cautiously with water for several minutes . Remove contact lenses , if present and easy to do . Continue rinsing . Immediately call a poison center/doctor. If skin irritation occurs : Get medical advice/attention . Take off contaminated clothing and wash before reuse . Storage Store in a well-ventilated place . Keep container tightly closed . Store locked up . Disposal Dispose of contents/container in accordance with local/regional/national/international regulations . Hazard(s) not otherwise None known . classified (HNOC) Supplemental information None . Page : 1 / 8 Page 489 of 605 3 . Composition/information on ingredients Mixtures Components CAS # Percent ALKOXYLATED ALCOHOL TSRN 125438 - 6039 *Designates that a specific chemical identity and/or percentage of composition has been withheld as a trade secret. Composition comments Information for specific product ingredients as required by the U .S . OSHA HAZARD COMMUNICATION STANDARD is listed . Refer to additional sections of this SDS for our assessment of the potential hazards of this formulation . 4. First-aid measures Inhalation Remove victim to fresh air and keep at rest in a position comfortable for breathing . Call a POISON CENTER or doctor/physician if you feel unwell . Skin contact Remove contaminated clothing . Rinse skin with water/shower. If skin irritation occurs : Get medical advice/attention . Wash contaminated clothing before reuse . Eye contact Immediately flush eyes with plenty of water for at least 15 minutes . Remove contact lenses , if present and easy to do . Continue rinsing . Get medical attention immediately. Ingestion Rinse mouth . Get medical attention if symptoms occur. Get immediate medical attention . Most important Severe eye irritation . Symptoms may include stinging , tearing , redness , swelling , and blurred symptoms/effects, acute and vision . Permanent eye damage including blindness could result. May cause respiratory irritation . delayed Skin irritation . May cause redness and pain . Indication of immediate Provide general supportive measures and treat symptomatically. Keep victim under observation . medical attention and special Symptoms may be delayed . Aspiration into the lungs will result in chemical pneumonia and may be treatment needed fatal . General information If you feel unwell , seek medical advice (show the label where possible) . Ensure that medical personnel are aware of the material(s) involved , and take precautions to protect themselves . 5 . Fire-fighting measures Suitable extinguishing media Avoid water if possible. Unsuitable extinguishing Do not use water jet as an extinguisher, as this will spread the fire. media Specific hazards arising from During fire , gases hazardous to health may be formed . the chemical Special protective equipment Wear full protective clothing , including helmet, self-contained positive pressure or pressure and precautions for firefighters demand breathing apparatus , protective clothing and face mask. Fire fighting In case of fire and/or explosion do not breathe fumes . Use standard firefighting procedures and equipment/instructions consider the hazards of other involved materials . Move containers from fire area if you can do so without risk. Cool containers / tanks with water spray. Fire fighters should wear positive pressure self-contained breathing apparatus (full face-piece type) . Specific methods Use standard firefighting procedures and consider the hazards of other involved materials. General fire hazards No unusual fire or explosion hazards noted . 6 . Accidental release measures Personal precautions, Keep unnecessary personnel away. Wear appropriate protective equipment and clothing during protective equipment and clean-up . Avoid breathing mist or vapor. Do not touch or walk through spilled material . Ensure emergency procedures adequate ventilation . Local authorities should be advised if significant spillages cannot be contained . For personal protection , see section 8 of the SDS . Methods and materials for This material is classified as a water pollutant under the Clean Water Act and should be prevented containment and cleaning up from contaminating soil or from entering sewage and drainage systems which lead to waterways . Large Spills: Stop the flow of material , if this is without risk. Dike the spilled material , where this is possible . Absorb in vermiculite , dry sand or earth and place into containers. Following product recovery, flush area with water. Small Spills : Wipe up with absorbent material (e. g . cloth , fleece). Clean surface thoroughly to remove residual contamination . Never return spills to original containers for re-use . For waste disposal , see section 13 of the SDS . Environmental precautions Avoid discharge into drains , water courses or onto the ground . Material name: SOLISEP* PS9633 Page : 2 / 8 Version number: 3. 2 Page 490 of 605 7 . Handling and storage Precautions for safe handling Do not get this material in contact with eyes . Avoid breathing mist or vapor. Avoid contact with eyes , skin , and clothing . Avoid prolonged exposure . Provide adequate ventilation . Wear appropriate personal protective equipment. Observe good industrial hygiene practices . Use care in handling/storage . Conditions for safe storage, Store locked up . Store in original tightly closed container. Store away from incompatible materials including any incompatibilities (see Section 10 of the SDS). Store away from oxidizers. Avoid moisture contamination . Avoid atmospheric exposure . Protect from freezing . If frozen , thaw completely and mix thoroughly prior to use . 8 . Exposure controls/personal protection Biological limit values No biological exposure limits noted for the ingredient(s). Appropriate engineering Good general ventilation (typically 10 air changes per hour) should be used . Ventilation rates controls should be matched to conditions . If applicable , use process enclosures , local exhaust ventilation , or other engineering controls to maintain airborne levels below recommended exposure limits . If exposure limits have not been established , maintain airborne levels to an acceptable level . Eye wash facilities and emergency shower must be available when handling this product. Individual protection measures, such as personal protective equipment Eye/face protection Wear safety glasses with side shields (or goggles) and a face shield . Skin protection Hand protection Wear appropriate chemical resistant gloves. The choice of an appropriate glove does not only depend on its material but also on other quality features and is different from one producer to the other. Suitable gloves can be recommended by the glove supplier. Glove selection must take into account any solvents and other hazards present. Other Wear appropriate chemical resistant clothing . Respiratory protection If engineering controls do not maintain airborne concentrations below recommended exposure limits (where applicable) or to an acceptable level (in countries where exposure limits have not been established ), an approved respirator must be worn . A RESPIRATORY PROTECTION PROGRAM THAT MEETS OSHA'S 29 CFR 1910. 134 AND ANSI Z88 .2 REQUIREMENTS MUST BE FOLLOWED WHENEVER WORKPLACE CONDITIONS WARRANT A RESPIRATOR'S USE . Thermal hazards Wear appropriate thermal protective clothing , when necessary. General hygiene Always observe good personal hygiene measures , such as washing after handling the material considerations and before eating , drinking , and/or smoking . Routinely wash work clothing and protective equipment to remove contaminants . 9 . Physical and chemical properties Appearance Color Colorless to light yellow Physical state Liquid Odor Mild Odor threshold Not available . pH in aqueous solution 5 . 7 (5% DISP . ) Melting point/freezing point 30 ° F (- 1 °C) Initial boiling point and boiling Not available . range Flash point > 213 ° F (> 101 °C) P-M (CC) Evaporation rate < 1 (Ether = 1 ) Flammability (solid , gas) Not applicable . Upper/lower flammability or explosive limits Flammability limit - lower Not available . (0/0) Flammability limit - upper Not available . (%) Explosive limit - lower (%) Not available . Explosive limit - upper (%) Not available . Vapor pressure < 0 . 1 mm Hg Vapor pressure temp. 70 ° F (21 °C ) Material name: SOLISEP* PS9633 Page : 3 / 8 Version number: 3. 2 Page 491 of 605 Vapor density > 1 (Air = 1 ) Relative density 0 . 97 Relative density temperature 70 ° F (21 °C ) Solubility(ies) Solubility (water) Not available . Partition coefficient Not available . (n-octanol/water) Auto-ignition temperature Not available . Decomposition temperature Not available . Viscosity 65 cps Viscosity temperature 70 ° F (21 °C ) Other information Explosive properties Not explosive. Oxidizing properties Not oxidizing . Pour point 35 ° F (2 °C) Specific gravity 0 .973 VOC 0 % (Estimated ) 10 . Stability and reactivity Reactivity The product is stable and non-reactive under normal conditions of use, storage and transport. Chemical stability Material is stable under normal conditions. Possibility of hazardous Hazardous polymerization does not occur. reactions Conditions to avoid Contact with incompatible materials . Incompatible materials Strong oxidizing agents . Hazardous decomposition Oxides of carbon evolved in fire . products 11 . Toxicological information Information on likely routes of exposure Inhalation May cause irritation to the respiratory system . Skin contact Causes skin irritation . Eye contact Causes serious eye damage . Ingestion Expected to be a low ingestion hazard . Symptoms related to the Severe eye irritation . Symptoms may include stinging , tearing , redness , swelling , and blurred physical, chemical and vision . Permanent eye damage including blindness could result. May cause respiratory irritation . toxicological characteristics Skin irritation . May cause redness and pain . Information on toxicological effects Acute toxicity May cause respiratory irritation . Product Species Test Results SOLISEP PS9633 (CAS Mixture ) Acute Dermal LD50 Rabbit 3313 mg/kg , (Calculated according to GHS additivity formula ) Oral LD50 Rat 3417 mg/kg , (Calculated according to GHS additivity formula ) Components Species Test Results ALKOXYLATED ALCOHOL (CAS TSRN 125438 - 6039) Acute Dermal LD50 Rabbit 3177 mg/kg Material name: SOLISEP* PS9633 Page : 4 / 8 Version number: 3. 2 Page 492 of 605 Components Species Test Results Oral LD50 Rat 3277 mg/kg * Estimates for product may be based on additional component data not shown . Skin corrosion/irritation Causes skin irritation . Serious eye damage/eye Causes serious eye damage . irritation Respiratory or skin sensitization Respiratory sensitization This product is not expected to cause respiratory sensitization . Skin sensitization This product is not expected to cause skin sensitization . Germ cell mutagenicity No data available to indicate product or any components present at greater than 0. 1 % are mutagenic or genotoxic. Carcinogenicity This product is not considered to be a carcinogen by IARC , ACGIH , NTP , or OSHA. IARC Monographs. Overall Evaluation of Carcinogenicity Not listed . OSHA Specifically Regulated Substances (29 CFR 1910 . 1001 -1050) Not regulated . US. National Toxicology Program (NTP) Report on Carcinogens Not listed . Reproductive toxicity This product is not expected to cause reproductive or developmental effects . Specific target organ toxicity - May cause respiratory irritation . single exposure Specific target organ toxicity - Not classified . repeated exposure Aspiration hazard Based on available data , the classification criteria are not met. Chronic effects Prolonged inhalation may be harmful . 12 . Ecological information Ecotoxicity Product Species Test Results SOLISEP PS9633 (CAS Mixture) LC50 Fathead Minnow 2 . 79 mg/L, Static Renewal Bioassay, 96 hour NOEL Fathead Minnow 1 . 25 mg/L, Static Renewal Bioassay, 96 hour Aquatic Crustacea LC50 Daphnia magna 3 . 19 mg/L, Static Renewal Bioassay, 48 hour NOEL Daphnia magna 2 . 5 mg/L, Static Renewal Bioassay, 48 hour Fish LC50 Rainbow Trout 2 .46 mg/L, Static Renewal Bioassay, 96 hour NOEL Rainbow Trout 1 . 25 mg/L, Static Renewal Bioassay, 96 hour Bioaccumulative potential Mobility in soil No data available . Other adverse effects Not available . Persistence and degradability - COD (mgO2/g) 2542 (calculated data) - BOD 5 (mgO2/g) 588 (calculated data ) - BOD 28 (mgO2/g) 1276 (calculated data) - TOC (mg C/g) 592 (calculated data) Material name: SOLISEP* PS9633 Page : 5 / 8 Version number: 3.2 Page 493 of 605 13 . Disposal considerations Disposal instructions Collect and reclaim or dispose in sealed containers at licensed waste disposal site . Dispose of contents/container in accordance with local/regional/national/international regulations. Local disposal regulations Dispose in accordance with all applicable regulations . Hazardous waste code The waste code should be assigned in discussion between the user, the producer and the waste disposal company. Waste from residues / unused Dispose of in accordance with local regulations . Empty containers or liners may retain some products product residues . This material and its container must be disposed of in a safe manner (see : Disposal instructions) . Contaminated packaging Since emptied containers may retain product residue , follow label warnings even after container is emptied . Empty containers should be taken to an approved waste handling site for recycling or disposal . 14. Transport information DOT U N number UN3082 U N proper shipping name Environmentally hazardous substance , liquid , n .o . s . (Alcohol Ethoxylated ) , MARINE POLLUTANT Transport hazard class(es) Class 9 Subsidiary risk - Packing group III Environmental hazards Marine pollutant Yes Special precautions for user Read safety instructions , SDS and emergency procedures before handling . ERG number 171 Some containers may be exempt from Dangerous Goods/Hazmat Transport Regulations , please check BOL for exact container classification . IATA U N number UN3082 U N proper shipping name Environmentally hazardous substance , liquid , n .o . s . (Alcohol Ethoxylated ) Transport hazard class(es) Class 9 Subsidiary risk - Packing group III Environmental hazards Yes ERG Code 171 Special precautions for user Read safety instructions , SDS and emergency procedures before handling . IMDG U N number UN3082 U N proper shipping name ENVIRONMENTALLY HAZARDOUS SUBSTANCE , LIQUID , N . O . S . (Alcohol Ethoxylated ) , MARINE POLLUTANT Transport hazard class(es) Class 9 Subsidiary risk - Packing group III Environmental hazards Marine pollutant Yes EmS F-A, S-F Special precautions for user Read safety instructions , SDS and emergency procedures before handling . DOT 9 Material name: SOLISEP* PS9633 Page : 6 / 8 Version number: 3. 2 Page 494 of 605 IATA; IMDG \. / Marine pollutant General information IMDG Regulated Marine Pollutant. DOT Regulated Marine Pollutant. 15 . Regulatory information US federal regulations This product is a "Hazardous Chemical" as defined by the OSHA Hazard Communication Standard , 29 CFR 1910. 1200 . TSCA Section 12(b) Export Notification (40 CFR 707, Subpt. D) Not regulated . CERCLA Hazardous Substance List (40 CFR 302 .4) Not listed . SARA 304 Emergency release notification Not regulated . OSHA Specifically Regulated Substances (29 CFR 1910 . 1001 -1050) Not regulated . Superfund Amendments and Reauthorization Act of 1986 (SARA) Hazard categories Immediate Hazard - Yes Delayed Hazard - No Fire Hazard - No Pressure Hazard - No Reactivity Hazard - No SARA 302 Extremely hazardous substance Not listed . SARA 311 /312 Hazardous Yes chemical SARA 313 (TRI reporting) Not regulated . Other federal regulations Clean Air Act (CAA) Section 112 Hazardous Air Pollutants (HAPs) List Not regulated . Clean Air Act (CAA) Section 112(r) Accidental Release Prevention (40 CFR 68. 130) Not regulated . Safe Drinking Water Act Not regulated . (SDWA) Inventory status Country(s) or region Inventory name On inventory (yes/no)* Canada Domestic Substances List ( DSL) Yes Canada Non-Domestic Substances List ( NDSL) No Material name: SOLISEP* PS9633 Page : 7 / 8 Version number: 3. 2 Page 495 of 605 Country(s) or region Inventory name On inventory (yes/no)* United States & Puerto Rico Toxic Substances Control Act (TSCA) Inventory Yes *A "Yes" indicates that all components of this product comply with the inventory requirements administered by the governing country(s) A "No" indicates that one or more components of the product are not listed or exempt from listing on the inventory administered by the governing country(s). US state regulations US - California Proposition 65 - CRT: Listed date/Carcinogenic substance 1 ,4-DIOXANE (CAS 123-91 - 1 ) Listed : January 1 , 1988 ACETALDEHYDE (CAS 75-07-0) Listed : April 1 , 1988 Ethylene oxide (oxirane) (CAS 75-21 -8) Listed : July 1 , 1987 Formaldehyde (CAS 50-00-0) Listed : January 1 , 1988 US - California Proposition 65 - CRT: Listed date/Developmental toxin Ethylene oxide (oxirane) (CAS 75-21 -8) Listed : August 7 , 2009 US - California Proposition 65 - CRT: Listed date/Female reproductive toxin Ethylene oxide (oxirane) (CAS 75-21 -8) Listed : February 27, 1987 US - California Proposition 65 - CRT: Listed date/Male reproductive toxin Ethylene oxide (oxirane) (CAS 75-21 -8) Listed : August 7 , 2009 US - Massachusetts RTK - Substance List Not regulated . US - Pennsylvania RTK - Hazardous Substances Not regulated . US - Rhode Island RTK Not regulated . US. California Proposition 65 WARNING : This product contains a chemical known to the State of California to cause cancer and birth defects or other reproductive harm . 16 . Other information , including date of preparation or last revision Issue date Jan- 12-2015 Revision date Dec-20-2017 Version # 3 . 2 List of abbreviations CAS : Chemical Abstract Service Registration Number TSRN indicates a Trade Secret Registry Number is used in place of the CAS number. ACGIH : American Conference of Governmental Industrial Hygienists NOEL: No Observed Effect Level STEL: Short Term Exposure Limit LC50 : Lethal Concentration , 50% LD50 : Lethal Dose , 50% TWA: Time Weighted Average BOD : Biochemical Oxygen Demand COD : Chemical Oxygen Demand TOC : Total Organic Carbon IATA: International Air Transport Association IMDG : International Maritime Dangerous Goods Code References : No data available Disclaimer The information provided in this Safety Data Sheet is correct to the best of our knowledge, information and belief at the date of its publication . The information given is designed only as a guidance for safe handling , use , processing , storage , transportation , disposal and release and is not to be considered a warranty or quality specification . The information relates only to the specific material designated and may not be valid for such material used in combination with any other materials or in any process, unless specified in the text. Prepared by This SDS has been prepared by SUEZ Regulatory Department ( 1 -215-355-3300) . * Trademark of SUEZ. May be registered in one or more countries . Material name: SOLISEP* PS9633 Page : 8 / 8 Version number: 3. 2 Page 496 of 605 ATTACHMENT E Exhibit 26 : Water Supply Documentation Exhibit 26 Page 1 EXHIBIT 26 WATER SUPPLY DOCUMENTATION Example: A letter or bill from a water district or municipality, or a well permit or permit application from the State Division of Water Resources. Provide a statement if upgrading the water source from agricultural or residential usage to commercial or industrial. Operation Standards Section 23-2-250: An applicant for a Special Review Permit shall demonstrate conformance with the following operation standards in the Special Review Permit application to the extent that the standards affect location, layout, and design of the Use by Special Review prior to construction and operation. Once operational, the operation of the USES permitted shall conform to these standards. (a) The operation of the uses shall comply with the water quality regulations promulgated by the Colorado Water Quality Control Commission. Operations Policies Section 23-4-290.K: The USE will not cause injury to vested or conditional water rights. If the USE may result in injury to vested or conditional water rights, the applicant shall present a copy of a well permit to the Department of Planning Services prior to recording the Plat or at a time designated by the Board of County Commissioners, either supported by a plan of exchange or substitute supply approved by the State Engineer or a decreed plan for augmentation approved by the District Court for Water Division No. 1 which prevents injury to vested and conditional water rights. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised: December 3 , 2024 Exhibit 26 Page 2 For the Kersey Mine, Colorado Sand Company II, LLC will procure water from the Wells Ranch Well Field, located approximately two miles to the northeast of the mining area on property owned by Wells Ranch. Water from this system is diverted through a pipeline to water storage ponds located approximately two miles north of the Site along the north access road. The water will then be distributed to the Site as needed via a proposed 10-inch diameter water pipeline to be constructed, owned, and operated by Wells Ranch. The water source will be secured, stored, and piped to the mine to provide adequate water supply . The source can provide 100% of the mine ' s water requirements. Other known potential sources exist in the Site vicinity and can provide 100% of the necessary water supply . If warranted, CSC may seek additional sources, including the New Cache la Poudre Ditch System. The New Cache la Poudre Ditch System is located to the northwest of the mining area. Water from this system is diverted through a series of pipelines to the water storage ponds located approximately two miles north of the Site and would be distributed to the Site as needed via the same proposed water pipeline as previously referenced. All process water will be purchased from a third-party source (fully permitted and with adjudicated water rights appropriate for and consistent with the proposed use) and imported to the Site. Accordingly, all aspects of water usage associated with the Kersey Mine will be in compliance with applicable water laws and regulations. CSC will utilize portable toilets as acceptable for mining and import bottled water for drinking and sanitary uses. If CSC decides at a later date to utilize an onsite water well or install a new well for potable water, CSC will submit a modification request for Weld County' s approval. See Exhibit 26-1 for pipeline routing options for the 10 " HDPE buried pipeline from the Wells Ranch Well Field to the Kersey Mine. Design, permitting and construction of the Pipeline will commence upon approval of the Kersey Mine USR permit. The following is an estimated design, permitting and construction schedule for the pipeline: • D - USR Permit approval at date • D+270 days - Design, permitting, and preparation of bid package • D+291 days - Award of contractor contract • D+306 days - Begin pipeline construction • D+420 days - Pipeline completion and project closeout Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised: December 3 , 2024 Exhibit 26 Page 3 EXHIBIT 26- 1 WELL POND LOCATIONS AND PIPELINE ROUTING OPTIONS Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: December 3 , 2024 1 a � ~ _ _. ail0+00 10+00 . . ° m III A i-� �� - t. _iiii WELLS RANCH RETENTION POND -�� O O alirr Mt- 11LID ' ° ° - lIs ® '` -- �o o X L 0 ° H I o ,r oo 70 -' O II, . 41il %i p O 11 0 ' + II O II III ; I O 3e... so WATER PIPELINE TO PLANT OPTION 2 I I ii Jr XO T: 11611 _ . Oo 6°X •4 _ - • - - - - It ° _r O �o V i � Illi I . \\ li • ..._ F c illke L7 . �� I I WATER PIPELINE TO WATER PIPELINE TO PLANT OPTION 1 I O PLANT OPTION 3 , ,M --„ i`, 00 6a o • I . \St ' 1 o \` o0 0O I * - - %. . i al I A\ , p \\ __S0 WATER PIPELINE TO PLANT OPTION 4 co. , \proIII CR64 \ o o + \,. �o ko� ' 0 litilla I ) 1. •vsti y� \ b•-f� x_ Iti ,.. 41 . \ 0 \:‘ la �p }9' 0 ^ , , -N4 fll: Ite 0 d _ -- Illi \\ o o I s o , I % rri .. +\ I la li 4.0 -I \\ k I a \\ G3 I +o o :\ z, \\ ,, 0 O 1 • +� �\\ I \\I - II d 1 o o v Cat Is i s 0 \ r ,_. in \\ Do 00 +O - \\ 11 i r \ --__________ ____ \ _ _�, II' , , L _ i T. . .. illit.ii: All o „iessopji„, ‘.. s.. 10:4N Il \ it pAt k - l \ Q o H ., , ty , or ‘ er.,1760 7 NksCcm /1 1 v -P 1 �� s� \\ o �� 0i rn v • - 0 o O dl �Ib\ , to / o� _ • l J '473 -rt o O �; o0 O • vi - 740 \ .,.! . V i► \ o I o rir ---- I.& Ld T____11 - ,( 740 30 : 20 •. ,, o II- - o o . , / ---448L4790 - 80 ,, 76 6� - _ N . . . ` �o 1, I-1 .: ., 0 D I ). , ,, \ 1......„..74.i ..5. 0 ., � �� l`- e..., ?42�Oa , ��,� 4710 , � ` PROCESS +s ��,, k DISCARD ,� .� � O iv_ ROPOSED PLANT I \L If� ✓ J STOCKPILE ( PDS ) : �� `® 60 ACRES In._ � E, w r II9 a��' 1 _ �r . . ... 1I V.611-1W6 Flail.4\: � LINETYPE LEGEND: SYMBOL LEGEND: PROPOSED EDGE OF ROAD NOTES: 1, MINING, PLANT OPERATIONS, PROCESSING, OFFICES AND REPAIR FACILITIES MAY OPERATE TWENTY-FOUR (24) HOURS PER DAY, PROPOSED EQUIPMENT WITHOUT RESTRICTION PER BOARD OF COUNTY COMMISSIONERS APPROVAL. THE FACILITY MAY OPERATE SEVEN (7) DAYS PER MAJOR PROPOSED CONTOUR V REINFORCED CEMENT CONCRETE WEEK, YEAR-ROUND. ' 2. BURROWING OWL HABITAT- NO INITIAL DISTURBANCE TO PRAIRIE DOG TOWNS FROM MARCH 15 - OCTOBER 31. MINOR PROPOSED CONTOUR V 3. VISITOR ACCESS TO MINE SHALL BE LIMITED BY WELLS RANCH GUARD SHACK AND SECURITY GATES AT MINE ENTRANCE/EXIT. n C EXISTING OVERHEAD ELECTRIC 4. EXISTING WELL TO BE PLUGGED AND ABANDONED FOR MINE SEQUENCE AREA. PROPOSED GATE 5. TS-0 TO BE USED IN RECLAMATION BY THE END OF YEAR 6. BUILDING SECTION DIVIDE PROPOSED GRAVEL PERMIT AREA BOUNDARY 4 SECTION QUARTERS X EXISTING FENCE ' ,. —4 HAUL ROAD EXISTING ROADWAY w w w PROPOSED WATER PIPELINE ,nine n -,mirs.s _ r PROPOSED EASEMENT OPTION 1 1000 600 0 1000 2O00 PROPOSED EASEMENT OPTION 2 SCALE : 1" = 1000' PROPOSED EASEMENT OPTION 3 1/�� ./�■ --TR cPROPOSED EASEMENT OPTION 4 COLORADO S AND COMPANY II, LLC GDESIGN 6Y: GWALDIE REVISION DATE PTE �� MINE DRAWN BY: ARUSH • FIGURE Z CHECKED BY: DKRAlEW5Kl 2024 WELL AND POND LOCATIONS AND PIPELINE TRC ENVIRONMENTAL CORP. SCALE: r = 1000'-a' ROUTING U £LoNs 1526 COLE BLVD SUITE 150 LAKEWOOD, CD 80401 CO FIRM REGISTRATION 111987107164•{ JOB NUMBER: 535891 (303) 439-5059 ATTACHMENT F Exhibit 27 : Sewage Disposal Documentation Exhibit 27 Page 1 EXHIBIT 27 SEWAGE DISPOSAL DOCUMENTATION Example: An On-site wastewater treatment system permit or application or bill from a sanitary sewer district. Design Standards Section 23-2-240.A: An applicant for a Use by Special Review shall demonstrate compliance with the following design standards in the application and shall continue to meet these standards if approved for development. Adequate sewer service is available to the site to serve the uses permitted. CSC will utilize portable toilets as described in the prior Exhibit 26 : Water Supply Documentation and as acceptable for mining operations. In the event CSC chooses to transition to on-site water wells for potable water with permanent toilet and sanitary systems, a septic system will be installed in accordance with the attached Septic Plan (Exhibit 27-1) . Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised: December 3 , 2024 Exhibit 27 Page 2 EXHIBIT 27- 1 SEPTIC PLAN Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: December 3 , 2024 3 ROCKS ENGINEERING & SURVEYING June 28, 2024 TRC Companies 1526 Cole Blvd, Suite 150 Lakewood, CO 80401 Attention : Mr. Grant Waldie, PE Subject : Kersey Mine, Colorado Sand Company II, LLC ( OWTS, Onsite Wastewater Treatment System ) Mr. Waldie, At TRC' s request, 3 Rocks Engineering has designed three OWTS' s for the proposed Kersey Mine ( Colorado Sand Company II, LLC) located within Sections 2, 10, 11, 14 and 15 of T05N R63W and in a portion of Section 34, T06 R63W, Weld County, State of Colorado . The following civil drawings ( dated 06/21/2024 - PERMIT SET) contain within them all the information needed for permitting . Sheet C1 outlines all the design criteria and Sheet C2 describes the soil conditions found within six test pits . The regulating standards for this design are the : Colorado State Regulation 43, and the Weld County OWTS Regulations . The soil types were determined using the methodology of the USDA NRCS guide to texture by feel ( S .J . THEIN, 1979) based on the CDPHE WQCC Regulation 43 Table 10. 1 Soil Treatment Area Long Term Acceptance Rates by Soil Texture, Soil Structure, Percolation Rate, and Treatment Level . If you have any questions/doubts concerning these OWTS designs, please feel free to call or email . Best regards, ;O , ('+0 � a a - DEP strop II e .0 ciek NV* - Or eat PabloBolanos - s<<.ir9 , ,-' si& . . 53341 Civil El. * o%6 / 28 / 2o2 ' pablob@3rocksengineering. com '�ti ' j� 719 . 465 . 0518 C9rtr#F aMALAlex Ewers, PE, CFM Civil Engineer, Owner alexe@3rocksengineering. com 719 . 430 . 5333 430 Main St . Canon City, CO 81212 • ( 719 ) 430-5333 • 3rOcksengineering . com S C c.I. \ S _ . .:\ \ 9 25 Q5 \ Dc . E. Q \ 0 S9 9 9 06 6W W _ 9 CO \ Y CO 3 ROCKS ENGINEERING & SURVEYING 9 9 Can n0 City, COr81212 719 . 430 . 5333 www _ 3rocksengineering . com PE �RM T E T FOR MUNICIPAL USE: June 21 , 2024 CLIENT : TRC DESIGN CRITERIA NOTES GRANT WALDIE ( 778 ) 2 / _ 3 Q 5 SERVICED LOCATIONS : PROPOSED OPEN PIT SAND MINE 1 . GENERAL NOTES J C ) C� TYPE : PRESSURIZED BED SYSTEMS 1 . 1 . CONTRACTOR MUST HAVE TWO SETS OF PLANS AT ALL TIMES ON SITE DURING CONSTRUCTION . W G I d I e @t r c c o m n C n I e s . C o m 1 . 2 , CONTRACTOR MUST READ THROUGH ALL PLANS BEFORE INSTALLATION OF SYSTEM . gI 1 . 3 . ALL EXISTING CONDITIONS AND SURVEY INFORMATION WAS PROVIDED BY OTHERS DESIGN FLOW AND TANKAGE : 1 . 4 , JURISDICTIONAL AUTHORITY IS WELD COUNTY. PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION . �/ SYSTEM #1 - 600 GPD 1 . 5 . THESE PLANS ARE THE RESULT OF INTERPRETATION OF THE ENGINEER ' S ANALYSIS OF THE EXISTING SOIL CONDITIONS AS FOUND PROJECT E N G N E E R , A L E X E WE R S s P , E , 5 3 341 BASED UPON TEN PEOPLE PER 8 HOUR SHIFT ( 3 SHIFTS PER 24 HOUR PERIOD ) @ 20 ON SITE FROM THE OPEN HOLE INSPECTION AND SUBSEQUENT ANALYSIS OF THE SOIL SAMPLES . TO THOROUGHLY FOLLOW PLANS, ENGINEER ' S RECOMMMENDATIONS , MANUFACTURER ' S GUIDELINES FOR TANK INSTALLATION , AND THE WELD COUNTY OWTS n _ GALLONS PER DAY PER CAPITA ( GPCD) FOR A FACTORY AND PLANT EXCLUSIVE OF REGULATIONS CAN RESULT IN PREMATURE SOIL TREATMENT AREA FAILURE . POOR CONTRACTOR PRACTICES , ABUSE OF SYSTEM , PERMIT SET ( 71 9 ) 43 0 53 3 3 INDUSTRIAL WASTE WATER PER EMPLOYEE PER 8 HOUR SHIFT - NO SHOWERS OR FAILURE TO PERFORM SCHEDULED MAINTENANCE CAN CAUSE PREMATURE FAILURE OF SOIL TREATMENT AREA . NOT FOR OONSM)C110N / TANKAGE : A 1500 GAL 1 CP PRIMARY TANK & A 1000 GAL 1 CP DISCHARGE TANK 1 . 6 . THESE PLANS ARE NOT A CONSTRUCTION MANUAL . FOR SUCCESSFUL SEPTIC SYSTEM INSTALLATION CONTRACTOR MUST REVIEW Oe X e @3 r o C S e n n e e r n C� . C o m THE WELD COUNTY OWTS REGULATIONS , BE CERTIFIED FOR INSTALLATION , AND FOLLOW GENERAL CONTRACTOR BEST PRACTICES . SYSTEM #2 - 1800 GPD 1 . 7 . CONTACT ENGINEER IN CASE OF ANY UNCLEAR INFORMATION IN THESE PLANS . BASED UPON THIRTY PEOPLE PER 8 HOUR SHIFT ( 3 SHIFTS PER 24 HOUR PERIOD ) @ 20 1 . 8 . CONTRACTOR IS RESPONSIBLE FOR READING THE ENTIRETY OF THE PLANS . FAILURE TO UNDERSTAND THE SCOPE OF THE GALLONS PER DAY PER CAPITA ( GPCD) FOR A FACTORY AND PLANT EXCLUSIVE OF PROJECT WILL NOT RESULT IN SUFFICIENT GROUNDS FOR CUTTING CORNERS AND POOR INSTALLATION PRACTICES _ CONSTRUCTION INDUSTRIAL WASTE WATER PER EMPLOYEE PER 8 HOUR SHIFT - NO SHOWERS THAT DOES NOT MATCH THE DESIGN SHALL BE CORRECTED BY THE INSTALLER AT THE INSTALLER ' S EXPENSE . TANKAGE : ( 2 ) 2000 GAL 1 CP PRIMA.R.Y TANKS & A 1000 GAL 1 CP DISCHARGE TANK 2_ CONSTRUCTION AND CONTRACTOR 9'` 0 L/0 2 . 1 . FOLLOW INFILTRATOR WATER TECHNOLOGIES DOCUMENTS ON INSTALLATION OF QUICK 4 STANDARD CHAMBERS �. , - • { ' i�it' SYSTEM #3 - 600 GPD 2 . 2 . CONTRACTOR REQUIRED TO LOCATE ALL UTILITIES PRIOR TO EXCAVATION . ¢• . s�` c BASED UPON TEN PEOPLE PER 8 HOUR SHIFT (3 SHIFTS PER 24 HOUR PERIOD ) @ 20 2 . 3 . COMPACTION OF SOIL INFILTRATIVE AREA TO BE AVOIDED DURING CONSTRUCTION ( AVOID TRAFFIC AND STORAGE OF MATERIALS ) . , SCOPE O E WG R K . The s c o e o f w o r h n these a n s n c u d e s a d e s n for 3 O WTS GALLONS PER DAY PER CAPITA ( GPCD ) FOR A FACTORY AND PLANT EXCLUSIVE OF IT IS RECOMMENDED TO STAKE OFF SOIL TREATMENT AREA ( STA ) FOOTPRINT DURING CONSTRUCTION AND PLACE PERMANENT � ; INDUSTRIAL WASTE WATER PER. EMPLOYEE PER 8 HOUR SHIFT - NO SHOWERS SIGNS AFTER CONSTRUCTION . CONTRACTOR SHALL NOT DRIVE WHEELED MACHINERY OVER BOTTOM OF THE INFILTRATIVE SURFACE. -e "Q6 / 21 / 202( On - Site Wastewater t e W G t e r Treatment S Stem for the ro o s e o e n t sand nInc . TANKAGE : 1500 GAL 1 CP PRIMARY TANK & A 500 GAL PUMP TANK IT IS RECOMMENDED TO PLACE CHAMBERS AND THEN BACKFILL WITH TRACKED MACHINERY. CONSTRUCTION SHOULD PROCEED 0A 4 ,• I` ) p p p ONLY WHEN THE SOIL IS SUFFICIENTLY DRY TO RESIST COMPACTION AND SMEARING DURING EXCAVATION . ( TAKE A SAMPLE OF [, •w _ _ 4 APPLIED LTAR : 0 . 5 GPD /SQ . FT. SOIL FROM THE BOTTOM OF INFILTRATIVE SURFACE AND IF WHEN ROLLED BETWEEN THE FINGERS FORMS A WIRE INSTEAD OF LI44�" CRUMBLING,. THE SOIL IS TOO WET) . TRAFFIC OVER THE STA WILL CAUSE AND SUBSEQUENT FAILURE . TOP SOIL TO BE L EXCAVATED AND STOCKPILED FOR LATER USE . RESEED. SOIL TREATMENT AREA WITH NATIVE VEGETATION ( SHALLOW ROOT) . SIZING ADJUSTMENTS : 2 . 4_ SLOPE FINISHED GRADE ABOVE LEACH FIELD 3 - 4% TO MAXIMIZE RUNOFF FROM PRECIPITATION . AVOID IRRIGATION ON STA . 1 . 0 FOR PRESSURIZED BED SYSTEM 2. 5 . QUICK 4 PLUS CHAMBERS PROPOSED FOR EFFLUENT DISTRIBUTION . PLACE CHAMBERS ACCORDING TO THE SECTION VIEW, I 0 . 7 FOR CHAMBERS 3_ SANITARY LINES Z 3 . 1 . IF GRAVITY SEWER LINES ( 4" SDR 35 ASTM F891 DWV PIPE ) ARE TO BE INSTALLED , THEY SHOULD BE INSTALLED. WITH SLOPE TOTAL REQUIRED INFILTRATIVE SURFACE : NO LESS THAN 8" PER FOOT ( � 1 %) AND NO GREATER THAN 1 " PER FOOT ( � 8 %) . THERE SHALL BE A MINIMUM 36 " OF COVER SYSTEM #1 - 840 SQ FT, 72 QUICK 4 CHAMBERS ON SEWER LINES . INSTALL CLEANOUTS AT ANY CHANGE OF DIRECTION OF 45 ° OR GREATER OR IF NO OTHER CLEANOUT EXISTS SYSTEM #2 - 2520 SQ FT, 216 QUICK 4 CHAMBERS WITHIN 40 ' OF THE BEND . SWEEPING 90 ' S MUST BE USED OR BENDS LIMITED TO 45 " MUST BE PROVIDED . CLEANOUTS MUST BE SYSTEM #3 - 840 SQ FT, 72 QUICK 4 CHAMBERS PROVIDED AT INTERVALS OF NO MORE THAN 100 ' . 10 ' LATERAL SEPARATION IS REQUIRED FROM POTABLE WATER LINES AND 2 ' VERTICAL SEPARATION WITH SANITARY CROSSING UNDER . 3 . 2 . IF ANY TWO SEWER LINES CONNECT. THEY SHALL CONNECT THROUGH 450 Y FITTINGS AND A 2 - WAY CLEANOUT MUST BE I PROVIDED BEFORE THE CONNECTION WATER SUPPLY: Si . CONTACT ENGINEER IMMEDIATELY IF ANY VARIANCE IS SOUGHT FROM THIS PLAN . UNDERGROUND WATER CISTERN 3 . 4. 4" PVC SCH 40 PIPE ASTM F891 DMW PIPE FOR GRAVITY EFFLUENT LINES AND PVC SCH 40 ( ASTM SCH 40 D1785 ) PIPE FOR ALL PRESSURIZED LINES . ALTERNATIVE MATERIALS TO BE REVIEWED AND APPROVED BY ENGINEER BY WRITTEN MEANS . APPROX LOCATION OF SITE 3. 5 , EFFLUENT PRESSURE LINES TO KEEP MIN 42 " OF COVER . LINES MUST DRAINBACK AT 1 % MIN AND LINES MUST NOT HAVE ANY I DIPS . REFER TO FROST SHIELD DETAIL ON SHEET C9 . 3 . 6 . JM EAGLE SCH40 PVC ( MEETS ASTMD1785 AND D2556 ) MUST BE USED FOR THIS DESIGN . ALTERNATIVES MUST BE APPROVED BY SHEET INDEX WRITTEN MEANS . ' Sheet Number Sheet Title 4. OFFSET REQUIREMENTS 4. 1 . HORIZONTAL INFLUENCE AREA ( ACCORDING TO CDPHE WOSA POLICY 6 ) C U - C1 COVER 4. 1 . 1 . THERE ARE NO OTHER EXISTING SYSTEMS KNOWN ON SITE THAT WILL INFLUENCE THE PROPOSED SYSTEM , Q U • - C2 SOIL OBSERVATION 4. 2 . OFFSET REQUIREMENTS ACCORDING TO WELD COUNTY OWTS REGULATIONS ARE GIVEN IN THE TABLE (SHEET Cl ) . { y 4. 3 . CONTRACTOR TO VERIFY ALL SETBACKS ARE MET BEFORE CONSTRUCTION . Z C3 EXISTING CONDITIONS 5. SEPTIC TANKS AND PUMP TANK 5 . 1 . THE TANKS ARE NOT TRAFFIC RATED UNLESS CLEARLY SPECIFIED. PLACE BOULDERS OR FENCE AROUND PERIMETER OF TANKS C4 OVERALL SITE PLAN _ TO AVOID DAMAGE_ INSTALL TANK ACCORDING. TO MANUFACTURER ' S SPECIFICATIONS . 05 SITE PLAN 6 _ PRESSURE DOSED SYSTEM " ' 6 . 1 . ELECTRICAL WIRING , SPLICE BOX SET UP , AND CONTROL PANEL SET UP ARE ALL OUTSIDE THE SCOPE OF THESE PLANS . ALL OF O 1 � , C6 OWTS DESIGN #1 THESE SHALL BE DONE BY A CERTIFIED AND COMPETENT ELECTRICIAN . U � _ 07 OWTS DESIGN #2 6 . 2 . " SECONDARY" SAND MEDIA MUST BE USED FOR THIS DESIGN : EFFECTIVE SIZE 0 . 15 - 0 . 60MM , UNIFORMITY COEFFICIENT: 57 . 0 , AND ti PERCENT FINES PASSING #200 SIEVE : 53 . 0 . COMPACT SAND AFTER INSTALLATION . GRADATION MUST BE DATED NO MORE THAN Cfl a _ PRIOR TO THE SYSTEM INSTALLATION DATE . CONTRACTOR SHALL PROVIDE GRADATION OF PROPOSED SAND FOR I C8 OWTS DESIGN #3 ONE MONTH YST LA RO " • • r• C9 DETAILS APPROVAL. w ., � '' 7 . OPERATION AND MAINTENANCE ( O & M 7 . 1 . OPERATION AND MAINTENANCE IS OUTSIDE OF THE SCOPE AND RESPONSIBILITY OF 3 ROCKS ENGINEERING . IT IS HIGHLY z RECOMMENDED TO INSPECT SLUDGE AND SCUM LEVELS ONCE A YEAR IN BOTH COMPARTMENTS OF SEPTIC TANK . DUE TO o CD r, � ' MOSTLY ANAEROBIC CONDITIONS IN A SEPTIC TANK , NOT ALL SOLIDS WILL BE DIGESTED BY THE BACTERIA AND THEREFORE SOLIDS WILL HAVE TO BE PUMPED OUT AS DETERMINED BY INSPECTION . A GOOD INTERVAL FOR PUMPING SLUDGE FROM TANK IS 0 WHENEVER SCUM AND SLUDGE LEVELS SURPASS 25 % OF WORKING CAPACITY OF TANK . 7. 2 . PULL ORENCO BIOTUBE FT SERIES FILTER AT LEAST 3 TIMES A YEAR AND RINSE SOLIDS INTO PRIMARY TREATMENT TANK . IT IS .. 0 LINE TYPE KEY: . ABBREVIATIONS : RECOMMENDED TO PLACE A SIGN AT EACH SERVICED LOCATION WITH INSTRUCTIONS FOR USERS TO PREVENT FLUSHING OF � m - iw APPROX = APPROXIMATE CHEMICALS, MEDICINES, AND ANY OTHER MATERIAL /SUBSTANCE THAT COULD CAUSE PREMATURE FAILURE OF STA Lt7 Ln • ASPH = ASPHALT 1f < S 4 PVC SCH 40 � I BLDG — BUILDING +s• w 1 , 5 " PVC SCH 40 II CONC CONCRETE 6 - "� '�-' �' •:� EX MAJOR CONTOURS N • ' C &G - CURB AND GUTTER • O = DIAMETER Q `V EASTING PROP MAJOR CONTOURS Q N „ i EL = ELEVATION PROP MINOR CONTOURS n lJ l O co _ "` EX = EXISTING 0) LOW,# GPD = GALLONS PER DAY _ 11 r4GPH = GALLONS PER HOUR U LaS 'I 'lli C_ IRR = IRRIGATION ID IiI N = NORTHING ITh CD MI NDDS= NON - PRESSURIZED DRIP DISPERSAL SYSTEM • C • O . C . = ON CENTER SPACING LL OWTS = ON - SITE WASTEWATER TREATMENT SYSTEM U PL = PROPERTY LINE R + • ': � PROP = PROPOSED PROPOSED SEPARATION REQUIREMENTS ACCORDING TO TABLE 7 - 1 OF WELD COUNTY OWTS Un E L ; REGULATIONS C E - RIDE PIPE PVC - POLYVINYL CHLORIDE I' -• F ROW = RIGHT OF WAY O O u • J y SCH - SCHEDULE STRUCTURE STRUCTURE ,r. r � , • SDR STANDARD DIMENSIONAL RATIO WELL OR WITH W/OUT C U a- SQ . FT= SQUARE FEET BASEMENT BASEMENT W O T:- • v • . PWATERE WATER B NES PRONESTY • TP = SOIL OBSERVATION TEST PIT CRAWL CRAWL Cl� �, ., o y • CISTERNISSUED DATES TYP = TYPICAL SPACE , OR SPACE , OR W/= WITH FOOTING FOOTING I DRAINS DRAINS __________ s * NOT ALL ABBREVIATIONS STA TRENCH 100 5 20 10 10 V1 . 0 - 04 /25 /2024 MAY BE PRESENT IN THIS DRAWING V2 . 0- 05 /21 /2024 80 % DD SEWER OR 50 5 0 0 10 V3 , 0 - 06 /21 /2024 PERMIT o EFFLUENT SET cu LINES - - - - E E SEPTIC TANK 50 10 5 5 10 PROJECT ENG . AWE VI C I N I TY MAP QA /QC : PBGPBG DRAWN BY: MPH � ( NOT TO SCALE ) DA # 24/25 DATE: 04/25 /2024 � 00 C1 O COVER N SOIL OBSERVATION PIT # 1 SOIL OBSERVATION PIT # 2 DATE OF 6 /2 /2O24 NOTES DATE OF 6 /2 /2O24 NOTES OBSERVATION OBSERVATION COORDINATES SLOPE LANDSCAPE POSITION SOILS TIM PETZ , ALL SERVICE SEPTIC , LLC COORDINATES SLOPE LANDSCAPE POSITION SOILS TIM PETZ , ALL SERVICE SEPTIC , LLC /LOCATION EVALUATOR /LOCATION EVALUATOR DEPTH ( IN ) SOIL TYPE , TEXTURE & LTAR PRESENCE OF R MATRIX COLOR ( S) MOTTLE COLOR ( S) REDOX KIND ( S ) STRUCTURE STRUCTURE CONSISTENCE DEPTH ( IN ) SOIL TYPE , TEXTURE & LTAR PRESENCE OF R MATRIX COLOR ( S ) MOTTLE COLOR ( S ) REDOX KIND ( S ) STRUCTURE STRUCTURE CONSISTENCE ( GAL PER DAY PER SQ FT) TYPE SOILS SHAPE GRADE ( GAL PER DAY PER SQ FT) TYPE SOILS SHAPE GRADE ( ROCKY SOILS ) ( ROCKY SOILS 0 - 6 TOP SOIL NONE 0 - 6 TOP SOIL NONE 6 - 96 2A , SANDY LOAM , 0 . 5 NONE GRANULAR MODERATE 6 - 96 2A , SANDY LOAM , 0 , 5 NONE GRANULAR MODERATE e 3 ROCKS ENGINEERING & SURVEYING 43O Main Street Canon City, CO 81212 719 . 430 . 5333 www . 3rocksengineering . com FOR MUNICIPAL USE : SOIL OBSERVATION PIT # 3 SOIL OBSERVATION PIT # 4 DATE OF 6 /2 /2O24 NOTES DATE OF 6 /2 /2O24 NOTES OBSERVATION OBSERVATION COORDINATES SLOPE LANDSCAPE POSITION SOILS TIM PETZ , ALL SERVICE SEPTIC , LLC COORDINATES SLOPE LANDSCAPE POSITION SOILS TIM PETZ , ALL SERVICE SEPTIC , LLC /LOCATION EVALUATOR /LOCATION EVALUATOR DEPTH ( IN ) SOIL TYPE , TEXTURE & LTAR PRESENCE OF R MATRIX COLOR ( S) MOTTLE COLOR ( S) REDOX KIND ( S ) STRUCTURE STRUCTURE CONSISTENCE DEPTH ( IN ) SOIL TYPE , TEXTURE & LTAR PRESENCE OF R MATRIX COLOR ( S ) MOTTLE COLORS ) REDOX KIND ( S ) STRUCTURE STRUCTURE CONSISTENCE - - - - ( GAL PER DAY PER SQ FT) TYPE SOILS SHAPE GRADE ( GAL PER DAY PER SQ FT) TYPE SOILSSHAPE A ( ROCKY SOILS ) ( ROCKY SOILS ) 0 - 6 TOP SOIL NONE 0 - 6 TOP SOIL NONE 6 - 96 2A , SANDY LOAM , 0 . 5 NONE GRANULAR MODERATE 6 - 96 2A , SANDY LOAM , 0 . 5 NONE GRANULAR MODERATE gQ ; 11YFfR rr � 4 rJl' 3341 m , '06 / 21 / 22 r ' r - r - - yJ � . NAIL . W Z SOIL OBSERVATION PIT # 5 SOIL OBSERVATION PIT ## 6 DATE OF OBSERVATION 6 /2 /2O24 NOTES OBS DATEERVAOTFON W 6 /2 /2O24 NOTES I r n COORDINATES SLOPE LANDSCAPE POSITION SOILS TIM PETZ , ALL SERVICE SEPTIC , LLC COORDINATES SLOPE LANDSCAPE POSITION SOILS TIM PETZ , ALL SERVICE SEPTIC , LLC v J /LOCATION EVALUATOR /LOCATION EVALUATOR DEPTH ( IN ) SOIL TYPE , TEXTURE & LTAR PRESENCE OF R MATRIX COLOR ( S ) MOTTLE COLOR ( S) REDOX KIND ( S ) STRUCTURE STRUCTURE CONSISTENCE DEPTH ( IN ) SOIL TYPE , TEXTURE & LTAR PRESENCE OF R MATRIX COLOR ( S ) MOTTLE COLOR ( S ) REDOX KIND ( S ) STRUCTURE STRUCTURE CONSISTENCE I ( GAL PER DAY PER SQ FT) TYPE SOILS SHAPE GRADE ( GAL PER DAY PER SQ FT) TYPE SOILS SHAPE GRADE ( ROCKY SOILS ) ( ROCKY SOILS ) 0 - 6 TOP SOIL NONE 0 - 6 TOP SOIL NONE O U I z 6 - 84 2A , SANDY LOAM , 0 . 5 NONE GRANULAR MODERATE 6 - 96 2A , SANDY LOAM , 0 . 5 NONE GRANULAR MODERATE - >- °� 84 - REFUSAL , HARD CLAY Q O � U QO w Iii cd z II 11' z o �_ � O I� U O � n L0 o N Q � � Z z � o 2 � z O W V) Q I N O O II (I7 O zz T oO ii o II o cn U) 0) ISSUED DATES V1 . 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O - O6 /21 /2O24 PERMIT o SET C - - - - E PROJECT ENG : AWE >, DRAWN BY: MPH PRJ # 24. 082 Y DATE: 04/25 /2024 OO C2 / 9 SOIL OBSERVATION N a LEGEND : EX G•AS UNE N EX UTILITY EASEMENT SECTION UNE - EX WELL 0 125' 25O' SCALE : 111 = 25O' 1 3 ROCKS ENGINEERING & SURVEYING 430 Main Street Canon City, CO 81212 719 . 430. 5333 0 0 www. 3rocksengineering . com / FOR MUNICIPAL USE : A yo ,(•/��C7, /,. �i -/.�/ • _ �!• J(,/ / / .J�/`` f/7 l �� of •..J L 1� b ' • 7r • °�r�V•, p \ n}` •1, \ , -./ • �, fy ` \ )vj /�� ' �� •�Q.� \�T�/ .V'� !('/ J f-'iV_ I \ r ..�L- � �• • ' �ul 4 'I D`bY •Pk. ,-( ,ee �1•- !• f/Y, �.._"p \`y 9 ttii `- 1 ° 4 l\ N / � pI �_� }[ �(( � a i Is � � �� p ' J 1 l / 1 . / ° • I♦ ' , I , � • • I / �., IG"° •� `rYY/'. �" .�1 l `'�— •• '1 iPo �w 4 •O 'l° � 1 le ) 1 / I I o r\ `\ / � � / t a Q 111 Ip \ ry r y� ° '�,r y�1 / J/�/ VV ✓/�s'i "N�� P Q;o . ` L °°� .t+ � . a � � '� �� \��\�� \.� 1 ( /S,• )�J� L ` 1 / / • Q / 1 � • •_,�!'• •�• 1 ' J Q v . - \ < 1 v X 1 ° V • v` - °IT . 50' UTILITY EASEMENT r` V°k►• ' ' ;� , n F 5t '►+ � � �' � . , sr " . f �� • S j�, \ �1 •4 / < T � , f � � . � o •� � � pi s ; �• n ,� /r w- , � —• I °' ` w �• �' j ./ '•-�— ---� 1J ,� )1() . o _ . - . ° •. p+ y\ 5 (/ �N((y ,/� �•�� ~ J ,.... , •.,.r( ' _-•, V �, �./ • 1 • 1" I ' l; J •• - 1 VU II "•' �• \. 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I \� \ \ � � y a INSTALLATION . �. c < . d FEED HOPP o EX SECT O \, a a as NATURAL CAS PIPELINE d / a _ : . i' AND RAMPS \ D ROM STOCKPILE / a b \ _ — I � a. a' °— —. d : Ate/ d ' . 4701 � I a UPSET CON \ d i , d DITION SETTLING PONDS � \\ �, - - - -- 60 I, ' WATER TREATMENT �� I 47 WET PLANT ENCLOSURE WATER TREATMENT N NA - - -/ 7 / / / 1 H N - ATMENT 4 E V 0 Q (D H U 1 /7 N _____________________ 11 I V / / / / / / / / H N 0 P ISSUED DATES _ I V1 . 0 04 /25 /2024/ V2 . 0 - 05121 ✓2024 80 % DD y 1 4676 � 4711 V3 . 0 x6 / 21 /2024 PERMIT o C471 2 =BX S - QTION LINES TYP �� PRVo � c PBG G; AWE ��\ �� __ _ _ DRAWN BY: MPH _ _ _ / / c � /( / / / ( — __ — G PRJ # 24 . 082 \�\� \ \ / DATE : 04 /25 /2024 G a a a - ' ' te - � — asHaHa N � a _ r a a a a a ° o - - 0 25' 50'•f l pg CALE : 1 " = 50' O o o � �� oQoQO • - 00000 C 4� � � - - 0 , o 0 O O O O O O O • PROP TP #5 • • 3 ROCKS ENGINEERING / 4 � 08 O • • & SURVEYING 430 Main Street O O O O CC 0 0 0 0 0 0 Canon City, CO 81212 719 . 430. 5333 OQ OQ OC oQ OQ OQ OQ O � oQ www. 3rocksengineering . com• F0R MUNICIPAL USE : O O . � O O 0WTS #1 MATCHLINE SEE SHEET C6 0 Ji I 0 0 0 0 O �- �- �- 0 0 0 0 Q Q o ao oQoDoQoQoQoQo oQ o SCALE HOUSE PROP TP #1 A OoOR COMPRESSOR E AND FEE : 4703 . 78 � O� O� � 4 �0= CO C CQ o O oo MINE OFFICE /SUPERVISOR Q Q Q L � OFFICEri LEE : 4706 . 16 PROP TP #6 00 OO O O O OWTS #3 MATCHEIEE SEE oQ�Q o - , o 0 oQoaOQOQOQ000Qo --_ ,^ , , O O O O I1 f O Off' PROP TP 2 Q oQ • O•O O PROP PARKING o 0 0 0 0 0 0 oQ oQ O OQ OQ OQ OQ OQ OQ o 0 0 0 0 0 0 0 0 O CQ Q O 4705 0 oC CoCoCoCoCoCCoO • 0 0 0 0 0 0 O O O O O O O O O 0 o o O D Q � Qo oQ0 oQoQo 0 0 0 o O C C C QoCoQOCOQO o 0 0 0 0 0 0 0 0 oQ oQ o KO0 Li O O O D O O O O 0 0 0 � oQ o oQo O oQoQoQ 0000C o o , , � o Q Q oQ oo 000 OQ OQ � � ,106 / 21 / 20A y w r C Q C 0O0 0 � c Q C 0 0 � o 0 0 0 0 0 0 0 O 0 0 0 CJ O O 0 OOO 0Q Qo oQoCoQ o 0 o cQ QoQoQO O o 0 � o Q O o QO C Q0 oC o 0 0 oQ oQ oQ Q� oQ CQ o0 oQ o I � � C Q Q QoQoQoQoQoQo 0 0 0 0 0 oQ o 0 o , C 0 0 0 0 0 0 0 0 0 0 0 0 = o o O oQ oQ 0000 CQoQ CQo C OoOo 0� 0 0 0 0 0 0 4700 �C O O O �°� CQ Q Oo 0 COCOQOoOQOQOQO _ o 0 0 0 0 0 0 - o 0 0 o C z P 0 0 0 0 0 0 0 - - OWTS #2 MATCH LINE SEE SHEET C7 O C C O O O O O r PROP TP #3 Q o O o oO 0 O o o 0 O O C o O c CQ C O o Q 0 0 o 0 0 0 0 0 0 0 0 0 o w 0 0 0 0 0 o O C o o O O 0 0 0 0 0 0 O oQ o CQ C QoQO W CQ o o o C o C C o O o o C Z O O o 0 0 0 0 0 0 �_ o O �� O O O o O O O O oQ o o � H- oQ OQ oa 0 oC � C _ _• 0O oQ oQ^ C PROP TP #4 . •• 0 CQ � coJ O O O O _ _ Q oQ o 0 • oQ OQ O O o � � oQ oQ oQ OQ 0 0 0 0 0 o C oQ oQ CQ C 0 m N O 0 0 0 oQ oQ oQ o CQ C oQ oQ O C oQ oQ a ooQoaoQoQo � o 0 0 0 oQ o o QQ O 0 O O C O C 00000OOoo0 0 0 0.. 0 0oQ oC Q• • • • flcflofl • ¢ o • L L 0 0 0 0 0 0 0 0 0 • CD C o Q) _ oQ oQ oQ oQ oQ C , C) � A EMPLOYE ,� Y D LEE : 46 9 E 3 . 6BREAKROOM � � 0 �Q Q C O OQoQoQoQoQoQoQoQo - � o a , I ISSUED DATES • V1 . 004/25 /2024 V20 - 05 / 21 /2024 80 % DD 0 0 0 0 0 0 ELECTRICAL HOUSE AND AIR COMPRESSOR V3 . 0 06 / 21 /2024 PERMIT o � � �QoQoQoQoQoQoQoQoQo SET i o 0 0 0 o 0 0 0 E PROJECT END; AWE O O O QA /QC : PBG AW O O• • • • .. : I DR N BY MPH o o o 0 O O I PRJ # 24 . 082 Y - DATE . D4 , 5 /2024 N 0 0 0 0 C 59 � O O OoOoOO�O O O O - o o o 0 0 • � SITE PLAN ✓ - 7 < TI1�� Pk 2 + 44 . 86 cs PUMP TANK SECTION VIEW DEMAND DOSED SYSTEM \ N : 1402333 . 49 NTS E : 3303977 . 84 ( I TOP VIEW ( NTS ) ° \ l\ NV ELEV: 4703 . 56 , DUPLEX PUMPING SYSTEM ) EDGE OF PROP GRAVEL U� PI : 2 + 55 . 9 CONTROL PANEL 3 MODEL DAX2- ETM , CT 0 10' 20' a NV ETEV: 4703. 65 / N : 140233124 - I SCALE : 1 ' = 20' � � � � i1 � PVC SPLICE BOX W�CORD GRIPS < , ° ♦ 6 " ORENCO INSULATION PLUG INS 3006 _ P7ACE ORENCO BIOTUBE FT SERIES /7 / MOUNT ON 4" X4 " - N . 1402326 . 33 X 15' EFFLUENT FITTER WITHIN THIS ' EP : 2 + .58 . 62 POST MIN 5 ' HIGH � � FIBERGLASS GASKETED LID E : 3303845 . 11 ROUTE DRAINAGE AROUND STA TANK ( FT 15 - 54 - 36 ) � - < WITH STAINLESS STEEL N : 1402328 . 55 Slope Ground BOLTS 3 ROCKS 3303988 . 69 Away from Riser — ' f ENGINEERING L & SURVEYING BP : 1 + 00 . 00 1 . 5 PVC SCH 40 2 + 00 / ti 7 �,/� \' 430 Main Street N ; 1402314 . 40 _ ( STANDARD DUPLEX ) Canon City, CO 81212 r � ' °` � 30 " RISER FOR ' H E : 3303844 . 94 + �' _ CONDUIT TO 719 . 430 . 5333 \ 4 " PVC SCH 40 N C6 L' CONTROL PANEL DISCHARGE ASSEMBLIES www _ 3rocksengineering . com @2 % MIN 1 v� — NOTES FOR PUMP SYSTEM MODEL HV200BO I \ N FOR MUNICIPAL USE: \ - � - i 1000 GAL 1 CP DISCHARGE TANK - - USE ALL SIGN ,4L R ,4 TED � PEA GRAVEL BACKFILL J --� \ 7 SEE DETAIL ON SHEET C9 FLOATS ( P OR N FLOAT) \ RECOMMENDED SPLIT ) 500 GAT F O - - DEMAND DOSED SYSTEM I ( 7 ? RAIL FENCE OR BOULDERS IA a 1 R NT - - TARGET DOSE VOLUME SHALL BE TO PROTECT STA AND RANGE PRECAST 4 ROWS OF QUICK 4 CHAMBERS TOP OF CHAMBERS ELEV: 4705 . 50 CONCRETE TANK SEE 150 GALLONS W/APPROX 2 18 CHAMBERS PER LATERAL > 1 / TANKS FROM TRAFFIC �� MINUTES PUMP RUN TIME \ `� I \ r -._ DETAIL ON SHEET C9 „ 72 CHAMBERS TOTAL 1 ON /OFF FLOAT TO BE 7 APART I ) / 1 TWO - WAY RUILDIUT ' f • TO ACHIEVE 150 GALLONS OF / \ WITHIN 5 ' OF BUILDING NV ETEV: 4703 90 / DOSE VOLUME / f� INV ELEV: 470412 �� - - HIGH LEVEL WATER ALARM _�� REQUIRED PER COLORADO ORENCO FLOW FITD- D102 REGULATIONS (AUDIO AND HLA /0R FLOAT INDUCER TOWERS APPROX LOCATION OF OWTS #1 t?, 1' — 1 _ l 1 vlsuAL) 1 �\1 �\ ✓' > � \. BY ENGINEERIOOR BY CERTIFIED E RECOMMENDED SPLIT /� PROFESSIONAL RAIL FENCE OR BOULDERS /— r / - - ELECTRICAL WIRING , SPLICE BOX PUMLOAT TO PROTECT STA AND I SET UP AND CONTROL PANEL TANKS FROM TRAFFIC _„ �j ; MINE OFFICE / SUPERVISOR OFFICE 2 ORENCO KSV2000 CHECK - � 1 PPE : 470616 °� SET UP ARE ALL OUTSIDE OF VALVES ABOVE PUMP DISCHARGE THE SCOPE OF THESE PLANS. % l N PUMP OFF \ ALL OF THESE SHALL BE DONE FLOAT C6 `, , BY A CERTIFIED AND 1 ��4706 / COMPETENT ELECTRICIAN PF7515 HIGH HEAD EFFLUENT PUMP �-- L--- I 75 GPM , 1 - 1 /2HP 230V 10 60HZ / ' \ 1000 GAL 1 CP DISCHAR.GE TANK * PEA GRAVEL BACKFILL RECOMMENDED TO HELP PREVENT FROST HEAVE . 4 SDR 35 OBSERVATIONAL PORT AND \ r CLEANOUT INTO LATERAL ACCORDING ' \ TO DETAIL 1 . 3 ON THIS SHEET ( TYP ) / � Q1 C ' / NDW - TD - EPS - HV- 03 V G � 1 .m ... 0 ( 08 / 10 ) \ r\ KD0 LIP • . S .______./ @ 2021 , Orenco Systems0Inc. /� * DETAIL TAKEN FROM ORENCO SYSTEMS 1 WEBSITE AND MODIFIED ACCORDING TO . 41 � � / O / ] SITE SPECIFIC DESIGN '06 / 21 / 2024° A I C _____ I z ACCESS FOR PRESSURE DRAINFIELD MAINTENANCE AND FLUSING W 4I SDR R5 Pump Selection for a Pressurized System - Commerical Project FOR OBSERVATION PORT 1 VALVE BOX OWTS # 1 W 471 2 1 . 5 " PVC BALL I VALVE WITH Parameters THREADED CONNECTION Discharge Assembly Size 2.00 inches 100 1 . 5 " 0 SCH 40 PVC Transport Length 156 feet __ . 1 Transport Pipe Class 40 IsI A 0 O Transport Line Size 1 .50 inches U SWEEPING 904 ELBOW Distributing Valve Model None Max Elevation Lift 5 feet Manifold Length 9 feet 80 EG QUICK 4 CHAMBER Manifold Pipe Class 40 QUICK 4 END CAP Manifold Pipe Size 1 .50 inches Number of Laterals per Cell 4 Q a * DETAIL TAKEN FROM INFILTRATOR Lateral Length 72 feet U WATER TECHNOLOGIES Lateral Pipe Class 40 4708 AND MODIFIED ACCORDING TO SITE SPECIFIC DESIGN Lateral Pipe Size 1 .50 inches y o N FG Orifice Size 5132 inches — C0 w O Orifice Spacing 3 feet p 60 W CD O W Residual Head 5 feet = Q Flow Meter None inches R aQ to W FLUSHING ASSEMBLY DETAIL Add on' Friction Losses 0 feet = o N 0 C6 NOT TO SCALE Calculations Q CO oN o Minimum Flow Rate per Orifice 0.68 gpm O 40 O Number of Orifices per Zone 100 0 <C II Q II Total Flow Rate per Zone 68.4 gpm 6, w w Number of Laterals per Zone 4 47 0 4 9Sg % Flow Differential 1st/Last Orifice 4.4 HANG 1 . 5 b PERFORATED PIPE W/ 5 /32 " 0 HOLES Transport Velocity 10.8 fps 0 . 05 % a D O © 3 ' O . C . FACING DOWN N = r x Frictional Head Losses 20 Q D of 0 Lass through Discharge 9.4 feet rr nn c n EX GRADE m < O z QUICK4 STANDARD V J co REFER TO FROST m m CI,r CHAMBER ( TYP ) Loss in Transport 37.5 feet (� SHIELD DETAIL ON Loss through Valve 0.0 feet INVERT OF 1 . 5 PVC SCH WHERE C9 FOR SECTIONSUi 40 TRANSPORT LINE ossm anio feet U COVER IS NOT MET � \\ / Loss in Laterals 0.5 feet W � / / Lass through Flawmeter 0.0 feet E) CD ( n s �� \�� Add-on' Friction Losses0.0 feet 00 20 40 60 80 100 Net Discharge (gpm ) O / \ \� Pipe Volumes �1/ o 4700 r Legend OO Total Votumels per Zone �p.9 gals ta p System Curve : — SCALE : PumpD g p� U Oj r CO 75 GPM, 1-1 /2HP U \ \ \ \ PF7515 Hi h Head Effluent Pum O O H 1 : 20 04 OO � o � o � �� 230V 10 60Hz Pump Curve: W \ / /\ quirements U7) 2- e V 1 : 2 � ¢ d- �I- � � \ \ \ \ Design Flow Rate 68.4 gpm a, 1 + 00 Minimum Pump Re 1 + 50 2 + 00 2 + 50 3 + 00 Total Dynamic Head 58.0 feet Pump Optimal Range : ISSUED DATES NATIVE UNDISTURBED SOIL Operating Point: V1 . O - 04 /25 /2024 C COU MATERIAL/LEVELING Design Point: O V2 . 0- 05 /21 /2024 80 % DD COURSE SHALL BE NO OTHER MATERIAL BESIDES V3 . 0 - 0621 (2024 PERMIT SET cu SECONDARY SAND . C SECONDARY SAND SHALL PROJECT LNG : AWE E BE AS DESCRIBED BY NOTE 6 . 2 ON SHEET Cl QA /QC : PBG DRAWN BY: MPH Orenc0 PRJ # 24/25 � . � INFILTRATION PROFILE VIEW Y T r s DATE: 04125 /2024 CB NTS /g 0 OWTS DESIGN #1 N J 4702 / N 1 . 6 PUMP TANK SECTION VIEW - DEMAND DOSED SYSTEM ooh\ _ C7 NTS J I \ \ EX ROAD \. / EDGE OF PROP GRAVEL \ C I TOP VIEW ( NTS ) J \ J \ I SIMPLEX PANEL FOR DUPLEX PUMPING SYSTEM ) 0 5' 10' l I DOSING SCALE : 1 " = 10' CONTROL PANEL / 4" SDR 35 OBSERVATION PORT \ DAX2- ETM , CT CLICK TIGHT CONNECTOR OR TRADITIONAL V/ AND CLEANOUT ACCORDING TO l SPLICE BOX MAY BE USED . _ - / DETAIL 1 . 5 ON THIS SHEET (IYP ) *rr CLICK TIGHT LENGTH LIMITED TO 50 FEET.SPLICE BOX SHALL BE MOUNTED OUTSIDE -OF TANK ATTACHED TO RISER .TOP OF CHAMBERS I AUTOMATIC DISTRIBUTION3 ROCKS TOP OF CHAMBERS MOUNT ON 4" X4"ELEV: 4699 . 05 J /� TOP OF CHAMBERS LOPE VALVE MODEL #6404ELEV: 4699 . 11 POS ROUND FIBERGLASS GASKETED LID ENCLOSED IN 30 " RISER MIN W 4" OF BLUE E N G I N E E R I N G WITH STAINLESS STEEL / ELEV: 4698.. 69 (� MIN 5 ' HIGH AWAY FROM BOLTS BOARD INSULATION & S U R V E Y I N G ( TYP ) TOP OF CHAMBERS VRISER 430 Main Street r ELEV: 4698. 71 Ca "non City, CO 81212 l ri ri 719 . 430 . 5333 I 8 ' ( TYP ) / b a ► DISCHARGE ASSEMBLIES AIR /VACUUM www _ 3rocl<sengineering . aom 1 ) \ I MODEL HV200BQ BREAKER I I EXTERNAL SPLICE BOX BEFORE ADV FOR MUNICIPAL USE. FIBERGLASS RISER RECOMMENDED SPLIT RAIL a a a a a a a a a a a — NOTES FOR PUMP SYSTEM WITH GROMMETS N• I in in �n n Ln PROTECT STA AND TANKS • 7 in In 1ri n n n - - USE ALL SIGNAL RATED _ . . DV SHALL II FENCE OR BOULDERS TO FLOATS ( P OR N FLOAT) BE AT FROM TRAFFIC PVC SCH 40 SUPPORT PIPE\ DEMAND DOSED SYSTEM HIGHEST MIN 1 % TARGET DOSE VOLUME SHALL BE 8" DRAIN HOLE FOR POINT OF DOWN FROM J ` I 108 GALLONS W/ APPROX 2 DRAINBACK INTO TANK THE SYSTEM ADV TO \ J MINUTES PUMP RUN TIME HLA FLOAT FOR PROPER MANIFOLDS ON /OFF FLOAT TO BE 5 " APART VALVE - - - - - / I \ 12 TO ACHIEVE 108 GALLONS OF FUNCTIONING ` PUMP ON FLOAT a a a a a a rn a a a DOSE VOLUME !H,11 HUM HIGH LEVEL WATER ALARM NJHI HUHHH LEVEL CONTROL 2 % MIN UP TO MANIFOLD REQUIRED PER COLORADO 1flkHilIkfflA1 FLOAT ASSEMBLY TO ALLOW FOR DRAINBACK OF ENTIRE LINE ( 4) 72 ' BEDS W/3 LATERALS EACH 1 o REGULATIONS ( AUDIO AND PUMP OFF FLOAT 54 QUICK 4 CHAMBERS PER BED I � 46g8 - - VISUAL ) 1 " DRAIN HOLE FOR FLOAT POSITIONING TO BE DONE a 216 QUICK 4 CHAMBERS TOTAL / BY ENGINEER. OR BY CERTIFIED DRAINBACK INTO TANK \ PROFESSIONAL L (2 ) ORENCO KSV2000 CHECK VALVES ABOVE PUMP DISCHARGE Li I - - a a a a a a a a a a � ^ II FLOW INDUCER / \ - - Ln Ln n n do Ln �0n �n n n °n j r r r r r r T T .. \ / : 7_ VAULT INLET PORTS C7III PF5007 HIGH HEAD EFFLUENT PUMP / P1 \ \ / / 1000 GAL FRONT 50 GPM , 3 /4HP I / I \ \ RANGE PRECAST FILTER CARTRIDGE 230V 10 60HZ, 200 /230 /460V 30 60HZ / / CONCRETE PUMP TANK o a a a l a a a / a a a \ r / / I BIOTUBE PUMP VAULT MODEL PVU68 - 2419 NDW —TD — EPS — HV— CT- 02 r r Rev. 2 . 0 ( 05/21 ) J \ © 2021 , Orenco Systems® Inc . A9kKDO L/0r�M1C / * DETAIL TAKEN FROM ORENCO SYSTEMS / . ¢•` • s�` l a a a a a / a a a a a WEBSITE AND MODIFIED ACCORDING TO , SITE SPECIFIC DESIGN H . , 1 � u '06 / 21 / 2024° r r r r r r r J ^O ryy 1 1 r / T ' f 4701 . . . 11 . raH1 . _ _.. . _. _.. .._ rP W 6 TYP EACH ZONE ' S MANIFOLD MUST BE LEVEL N I Pump Selection for a Pressurized System - Commerical Project/ . d 5 " t 1 . s ' P > C \ / OWTS #2 ORENCO SYSTEMS ADV INV ELEV: 4698 . 19 1 H. VALVE MODEL #6404 AT HIGH POINT OF SYSTEM 1 . 5" PVC SCH 40 ACCORDING TO DETAIL I II Parameters �� 1 . 6 ON THIS SHEET INV ELEY: 4695 . 64 I r Discharge Assembly Size 2.00 inches 160 / - _ " i I _ -b--.-. � � � Transport Length Before Valve 10 feet W , INV ELEI: 4698 . 4\ Transport Pipe Class 40 1000 GAL FRONT RANGE PRECAST CONCRETE PUMP TANK SEE —/ Transport Line Size 1 .50 inches C9 DETAIL ON SHEET INV ELEV_ 4698 . 50 / � Distributing Valve Model 6404 140 f \ w I / Transport Length After Valve 29 feet -__ __ 1 L rt „ PLACE ORENCO BIOTUBE FT SERIES 4 EFFLUENT FILTER Pipe Class 40 a " Transpo 4 PVC SCH 40 @ 2 % MIN SCREEN SIZE IN OUTLET COMPARTMENT OF THIS TANK Transport Pipe Size 1 . 50 inches \� I \ Max Elevation Lift 10 feet 120 Manifold Length 18 feet EMPLOYEE BREAKROOM BUILDING —� \ INV ELEV: 4698 . 75 Manifold Pipe Class 4o O FFE : 4699 . 66 \ / �' Manifold Pipe Size 1 . 50 inches Q Number of Laterals per Cell 12 ai LL 100 z \ v \ Lateral Length 72 feet = P-__ INV ELEV: 4698 . 85 ( 2 ) 2000 GAL FRONT RANGE PRECAST CONCRETE TANKS SEE Lateral Pipe Class 40 ❑ -__ __ __- DETAIL ON SHEET C9 Lateral Pipe Size 1 .50 inches ._ __-__ __ - / 1 1 / Orifice Size 5/32 inches a z / Orifice Spacing 3 feet = 80 Q INV ELEV- 4699 . 10 / Residual Head 5 feet - - - ___ - - - ___ - - ___ - - - -___- - - ___-___ - - Flow Meter None inches U E TWO — WAY CLEANOUT WITHIN 5 ' OF BUILDING \ 'Add-on' Friction Losses 0 feet o 0 60 Z w INV ELEV: 4699 . 16 \ Calculations - -_- - - W w J / / Minimum Flow Rate per Orifice 0.68 gpm l o Number of Orifices per Zone 75 / / / \ Total Flow Rate per Zone 51 .3 gpm 40 o C D 46 - Number of Laterals per Zone 3 Of 4" SIDE INLET IS A \) o CUSTOM ORDER \ I % Flow Differential 1st/Last Orifice 4.4 % Cd Transport Velocity Before Valve 8. 1 fps LL \ — Transport Velocity After Valve 8. 1 fps 20 -__ - - __ __ . - - - __ - -____ - - 0 0 Frictional Head Losses OQ Loss through Discharge 5.3 feet ( Loss in Transport Before Valve 1 .4 feet 0 Loss through Valve 15.2 feet 0 10 20 30 40 50 60 70 80 Z HANG 1 . 5 " 0 PERFORATED Loss in Transport after Valve 4. 1 feet NetDischlarge (gpm ) Q Q fl PIPE W/ 5 /32 0 HOLES ACCESS FOR PRESSURE DRAINFIELD o @ 3 ' O . C . FACING DOWN Los in 0.7 feet r n N EX GRADE D MAINTENANCE AND FLUSING Loss in Laterals 0.5 feet V J O co = > X' Loss through Flowmeter 0.0 feet K o n 'Add-on' Friction Losses 0.0 feet PumpData Legend o m < o z QUICK4 STANDARD U Ui rn r�1 < I PF5007 High Head Effluent Pump System Curve: — M J CHAMBER ( TYP ) 4 SDR 35 Pipe Volumes 50 GPM, 3/4HP yIi FOR OBSERVATION PORT // Vol of Transport Line Before Valve 1 . 1 gals 230V 1@ 60Hz, 200/230/460V 30 60Hz Pump Curve: � VALVE BOX Vol of Transport Line After Valve 3. 1 gals `� LL 1 . 5. " PVC BALL Vol of Laterals per Zone 22.8 gals Un c \\\ \ // // / \ VALVE WITH Total Vol Before Valve 1 . 1 gals Operating Point: O � � / // / THREADED CONNECTION Total Vol After Valve 27.8 gals O O o 0 //\ / 1 . 5 " d SCH 40 PVC Design Point: O \ \ /\\ tquirements O o /\ SWEEPING 90 ° ELBOW 422 feet cn ISSUED DATES 0 NN/ NN\/\\ \\ / QUICK 4 END CAP O V1 . 0 - 04 f25 /2024 \ \ / // / // QUICK 4 CHAMBER\ \\ V2 . 0- 05 /21 /2024 80 % DD *DETAIL TAKEN FROM INFILTRATOR V3 , 0 - 06 /21 /2024 PERMIT FILL MATERIAL /LEVELING WATER TECHNOLOGIES SET - c0 COURSE SHALL BE NQ NATIVE UNDISTURBED SOIL AND MODIFIED ACCORDING TO SITE C OTHER MATERIAL BESIDES SPECIFIC DESIGN PROJECT ENG : AWE y, SECONDARY SAND . QA /QC : ABG SECONDARY SAND SHALL DRAWN BY: MPH BE AS DESCRIBED BY PRJ # 24 . 082 NOTE 6 . 2 ON SHEET C1 1 . 5 FLUSHING ASSEMBLY DETAIL DATE: 04/25 /2024 00 C7 NOT TO SCALE C7 /9 1 . 4 INFILTRATION PROFILE VIEW C7 NTS OWTS DESIGN #2 4707 \ \ L N \ 7 47O6 NN 1 . 9 PUMP TANK SECTION VIEW - DEMAND DOSED SYSTEM / 4705 PLACE ORENCO BIOTUBE FT SERIES 4" EFFLUENT FILTER _ C8 NTS 9 1I " SCREEN SIZE IN OUTLET COMPARTMENT OF THIS TANK 4704 _ TOP VIEW ( NTS ) \ 1500 GAL FRONT RANGE PRECAST CONCRETE TANK SEE DUPLEX PUMPING SYSTEM ) DETAIL ON SHEET C9 SIMPLEX PANEL FOR I i � DEMAND DOSING SCALE : 1 " = 10' INV ELEV /4700, 47 \ CONTROL PANEL PROP SCALE HOUSE / DAX2— ETM , CT CLICK TIGHT CONNECTOR OR TRADITIONAL FFE : 4703 . 78 INV ELEV: 4700. 39 / / % o ♦ SPLICE BOX MAY BE USED . 500 GAL FRONT RANGE / CLICK TIGHT LENGTH LIMITED TO 50 FEET. Ab \ SPLICE BOX SHALL BE MOUNTED AUTOMATIC DISTRIBUTION / _ / / / OUTSIDE 4M PRECAST CONCRETE PUMP TANK I o INV ELEV: 4700 . 72 SEE DETAIL ON SHEET C9N / / OF TANK ATTACHED TO RISER . 3 ROCKS INV ELEV: 4700 . 14 \ / / \ C / / SLOPE FIBERGLASS GASKETED LID ENCLOSED IN L C" RISER ' MOUN7 T ON 4"X4" POST GROUND E N G I N E E R I N G INV ELEV: 4702 � WITH STAINLESS STEEL MIN W/ 4 OF BLUE 7 INV ELEV: 4700 . 85 !_ TOP OF CHAMBERS ( MIN 5 ' HIGH AWAY FROM BOARD INSULATION & S U R V E Y I N G ELEV: 4702 . 04 ( \ RISER BOLTS 430 Main Street C7' 9 PVC SCH 40 — / / Ca "non City, CO 81212 / @ 1 % MIN / 719 , 430 . 5333 DISCHARGE ASSEMBLIES AIR /VACUUM www _ 3rocksengineeng . com, / RECOMMENDED SPLIT I / MODEL HV200BQ BREAKER RAIL FENCE OR A BOULDERS TO EXTERNAL SPLICE BOX BEFORE ADV FOR MUNICIPAL USE: TWO - WAY CLEAN OUT PROTECT STA AND FIBERGLASS RISER WITHIN 5 ' OF BUILDING 4 PVC SCH I TANKS FROM TRAFFIC \ WITH GROMMETS Th 40 @ 2 % MIN I \ -- - NOTES FOR PUMP S SYSTEM ADV SHALL LOA ALL SIGNAL RATED PVC SCH 40 SUPPORT PIPE BE AT ) - - FLOATS ( P OR N FLOAT) I HIGHEST MIN 1 % \ DEMAND DOSED SYSTEM I " DRAIN HOLE FOR POINT OF �� / 's; - - TARGET DOSE VOLUME SHALL BE a DOWN FROM A 87 GALLONS W/ 1 . 5 MINUTES DRAINBACK INTO TANK THE SYSTEM ADV TO s; FOR PROPER \ / ORENCO SYSTEMS ADV VALVE I PUMP RUN TIME VALVE MANIFOLDS MDODEL #6402 AT HIGH POINT N N \ L 'A - - ON /OFF FLOAT TO BE 11 • FUNCTIONING OF SYSTEM ACCORDING TO 's= APART TO ACHIEVE 87 GALLONS DETAIL 1 . 9 ON THIS SHEET `° OF DOSE VOLUME 2 % MIN UP TO MANIFOLD - - HIGH LEVEL WATER ALARM 8" DRAIN HOLE FOR TO ALLOW FOR DRAINBACK OF ENTIRE LINE \ REQUIRED PER COLORADO DRAINBACK' INTO TANK' REGULATIONS (AUDIO AND 4 ROWS OF QUICK 4 CHAMBERS � � ° �N VISUAL) HLA FLOAT \ , 18 CHAMBERS PER LATERAL ti FLOAT POSITIONING TO BE DONE 72 CHAMBERS TOTAL / Th ( 2) ORENCO KSV2000 CHECK VALVES ABOVE PUMP DISCHARGE BY ENGINEER OR BY CERTIFIED PUMP ON FLOAT PROFESSIONAL \ / LEVEL CONTROL FLOAT ASSEMBLY FLOW INDUCER D VAULT INLET PORTS \ \—/I . 1� PUMP OFF FLOAT — FILTER CARTRIDGE \ \ \ f s: PF5007 HIGH HEAD EFFLUENT PUMP \ ✓ / d 50 GPM , 3 /4HP / \ 230V 10 60HZ, 200 /230 /460V 30 60HZ \ ��o 1 . 7 500 GAL FRONT RANGE C / C8 PRECAST CONCRETE BIOTUBE PUMP VAULT MODEL / ! PUMP TANK PVU68 - 2419 ) ` 7 o \ s , — NDW —TD — EPS — HV— CT- 02 1 Rev_ 2 , 0 ( 05/21 ) J \ / \ s . <, I © 2021 , Orenco Systems® Inc . ER - ( s q * DETAIL TAKEN FROM ORENCO SYSTEMS � ' 4 ¢•` • ` \ I \ \ J WEBSITE AND MODIFIED ACCORDING TO �\ s , � ✓ SITE SPECIFIC DESIGN / / \ 1 A 6 / 21 / 2O2 �"A / 4" SDR 35 OBSERVATION PORT AND. CLEANOUT INTO LATERAL ACCORDING r Pump Selection for a Pressurized System ,- Commerical Project /� TO DETAIL 1 . 7 ON THIS SHEET ( TYP ) OWTS #3 Parameters Discharge Assembly Size 2.00 inches 160 W Transport Length Before Valve 16 feet C HANG 1 . 5. 0 PERFORATED Transport Pipe Class 40 PIPE W/ 5 /32 " 0 HOLES ACCESS FOR PRESSURE DRAIN FIELD Transport Line Size 1 .50 inches C . D o @ 3' O . C.. FACING DOWN MAINTENANCE AND FLUSING Distributing Valve Model 6402 140 W I > X Transport Length After Valve 23 feet EX GRADE > co Transport Pipe Class 40 ow < :O Z QU. ICK4 STANDARD Transport Pipe Size 1 .50 inches 11 ' m CHAMBER TYP ( ) 4 " SDR 35 Max Elevation Lift 5 feet 120 FOR OBSERVATION PORT Manifold Length 9 feet \ VALVE BOX O Manifold Pipe Class 40 f / \// /\ \/ / Manifold Pipe Size 1 .50 inches z //\\/\ \/ // �\ Number of Laterals per Cell 4 y 1 . 5 " PVC BALL � 100 � � / o o \N o \�j VALVE WITH p feet 0 PF5007 / > . THREADED CONNECTION Lateral Pe Class 40 \ 1 . 5 0 SCH 40 PVC Lateral Pipe Size 1 .50 inches � � � Orifice Size 5/32 inches Q /\\ \ \\ / Orifice Spacing 3 feet = 80 /�/�\ \\ /\// / /� SWEEPING 90 ° ELBOW Residual Head 5 feet \/ c �j �� \\ \ \\/ / — 'Add-on' Friction Losses 0 feet w f o 60 < w \ / / �\ QUICK 4 END CAP Calculations — / Minimum Flow Rate per Orifice 0.68 gpm I ( *DETAIL TAKEN FROM INFILTRATOR Ln < Number of Orificesper Zone 50 CD FILL MATERIAL /LEVELING WATER TECHNOLOGIES O _ COURSE SHALL BE NO NATIVE UNDISTURBED SOIL TotaIFlowRateperZone 34.2 gpm 40 I K) o OTHER MATERIAL BESIDES AND MODIFIED ACCORDING TO SITE SPECIFIC DESIGN Number of Laterals per Zone 2 SECONDARY SAND . % Flow Differential 1st/Last Orifice 4.4 % O SECONDARY SAND SHALL Transport Velocity Before Valve 5.4 fps BE AS DESCRIBED BY Transport Velocity After Valve 5.4 fps NOTE 6 . 2 ON SHEET Cl 20 � 0 1 . 8 FLUSHING ASSEMBLY DETAIL Frictional Head Losses 0 . 7 INFILTRATION PROFILE VIEW C8 NOT TO SCALE Loss through Discharge 2.3 feet Loss in Transport Before Valve 1 . 1 feet C8 NTS Loss through Valve 8.3 feet 00 10 20 30 40 50 60 70 80 Q Q Loss in Transport after Valve 1 .5 feet Net Discharge (gpm ) (� Z Loss in Manifold 0.2 feet d 0 u7 Loss in Laterals 0.5 feet — a H Loss through Flowmeter 0.0 feet C _" 'Add-on' Friction Losses 0.0 feet PumpData Legend Ui " W PF5007 High Head Effluent Pump System Curve: CD cn Pipe Volumes 50 GPM, 3/4HP Vol of Transport Line Before Valve 1 .7 gals 230V 10 60Hz, 2001230/460V 30 60Hz Pump Curve. CN Vol of Transport Line After Valve 2.4 gals 0 o Vol of Manifold 0.9 gals Pump Optimal Range: (11 Vol of Laterals per Zone 15.2 gals O Z >, Total Vol Before Valve 1 .7 gals Operating Point: 0 Total Vol After Valve 18.6 gals O F— Design Point: C çj tquirements U C 2- 23.9 gpm 3: 23 .9 feet ISSUED DATES 0 I V1 . 0 - 04 /25 /2024 -C Oro V2 . 0- 05 /21 /2024 80 % DD S Y S T E M S V3 , 0 - 06 /21 /2024 PERMIT o SET ce C PROJECT ENG : AWE y, QA /QC : PBG DRAWN BY: MPH PRJ # 24 . 082 DATE: 04/25 /2024 o0 CS /9 O OWTS DESIGN #3 N EG OR FG EG OR FG NOTE : 1 . USE THIS DETAIL WHEN 1 . 5 " PVC SCH 40 PRESSURE LINES DO NOT MEET 42 " OF NOTE : O ODO O O 6 " MIN CLASS 6 REQUIRED COVER p p p p p AGGREGATE BED & BACKFILL ALL 20 MM POLYETHYLENE LINER PIPES ACCORDING TO DETAIL 3 " MIN p p p p CLASS 6 0 UNCLASSIFIED COMPACTABLE BACKFILL MATERIAL AGGREGATE _ � _ O O 2 " BLUEBOARD p p p p INSULATION 4M o o 3 ROCKS � 20 MM POLYETHYLENE LINER p p p cm n3 C AGGREGATE�? O O ENGINEERING o o Q 6 MIN a MINUS & S U R V E Y I N G 430 Main Street Canon City, CO 81212 o� C7Tho� �� O OO� OO� O O 719 . 430 . 5333 4" OR " MINUS � PIPE o o �} www . 3rocksengineering . com WASHED ROCK FOR 00000 �000 �� PIPE BEDDING -)� PIPE FOR MUNICIPAL USE : oOoQc I I 2 ' 2 ' o�o� 000 0 0000 � � o�oo�000000000 00 0000000000 2 . o PIPE BEDDING DETAIL 2 . i FROST SHIELD DETAIL C9 NOT TO SCALE 9J NOT TO SCALE 2000 Gal . Single Compartment Septic Tank 1000 Gal . Electric Lift Station FI FLAX FLAX FLAX PLAN PLAN _ 2' X V Modified riser with Orenco NOTE : 024" Access splice box float tree bracket, o 0 p �l 0 v000 hole typical optionall concrete or other riser 0$$on000 000000g system available, see page 102 000a�o�� 1 . 2 ' MIN 4 ' MAX COVER ABOVE LIP OF TANK vvvovvvv 024" Access I loop 0000�ovoo / / \ vvogvvvv hole typical ; Inlet i Outlet - - 000 Inlet Outlet ^ 0000000000 uu 024 - u 5'-6" l`9 00 0 0000000 0 024" 6'-8" i �o�00000 o0 #3 Lift loop \ / / \ I \ / \ pq Py / e-. n / / � / j / "- / - / / 'you R I ` s 0000000 /' _ ` Si Effluent pump (per specification) / ` Optional concrete p ) or other riser system '- 8'_6" alarm box, float tree , control switches I u 3341 � . ^x '06 / 21 / 2024' 12'-8" installed and pump plumbed to stub available, see pages i Butyl rubber SECTION out including preassembled pipes and 100 101 i sealant fittings. I ; -©t��I r ,' ►� SECTION — Connections to electrical source by I " - n 6 others. I ' . +yqtL 12" ° I Butyl rubber ; s i ii y sealant — — 1 1 /2" - 2" Cast-A-Seal i ( # J I /' 4" Cast-A-Seal I ,- h I ; W 6 i/ Gasket Gasket til � �_ 0 Interior space adequate for `_' ;� 4" Cast-A-Seal True Monolithic 12" 1 . Gasket typical Tank True Monolithic duplex pump installation / - - - ank 5'- 10" Concrete platform positions 5'-10" pump above sludge 52 55" - - 3 . 5" 52 " • Monolithic tank meets ASTM C- 1227 Spec. for water and wastewater structures . q a • Monolithic tank meets ASTM C-1227 Spec. for water and wastewater structures. I I 4 • Butyl rubber sealant meets Fed . Spec. SS-S-210A. (Provided with tank) • Butyl rubber sealant meets Fed . Spec. SS-S-210A. ( Provided with tank) W • All plumbing shown in diagram is 4" SDR 35 . (Provided with tank) 4„ All plumbing shown in diagram is 4" SDR 35 . ( Provided with tank) ( /� • Follow standard practice for installation of underground precast concrete • Follow standard practice for installation of underground precast concrete v / structures. (See page 2 for ASTM C-891 Summary) — structures. (See page 2 for ASTM C-891 Summary) Approximate WeightsR Discharge / Approximate Weights LI Part # Capacity Far T TT T Part # Fe T T TT T (gallons) Tank Lid Total ATERTIGHT Cycle Tank Lid Total PCA-000-257 2000 11 , 690 lbs 5 , 145 Ibs 16 , 835 lbs PCA-000-298 21 . 5 Gal . ! Vertical inch . 6 , 995 lbs 2 , 550 lbs 9 , 545 lbs Front Range Precast Concrete , Inc . Front Range Precast Concrete , Inc . U O 5901 Dexter Street, Unit 102, Commerce City, CO 80022 5901 Dexter Street, Unit 102, Commerce City, CO 80022 Phone (303) 442-3207 - (800) 783-3207 - Fax (303) 442-3209 Phone (303) 442-3207 - (800) 783-3207 - Fax (303) 442-3209 U Note: N. IS. www.flxx.com Note.- N. T. S. www.flxx .com I Z � U 1500 Gal . Single Compartment Septic Tank 500 Gal . Electric Lift Station � z r yy cj PLAN FLXX F,l mil ' 0O 0"000000 o FL3 Lift loo o o 0 0 00 SECTION 024" Access oop00000pgoo p _p hole 1 1 /2" 2" Cast-A-Seal Seal 0000000 0 O O 024" Access .. ,. \ \ oo Gasket — U c vv -_ #3 Lift loop vv900's" CN Ll hole typical o0000000o vvvvv v Inlet Outlet Butyl rubber sealant c\I 024" 6 8 i I I Inlet � / i 6 II o 4" Cast-A-Seal Q `V �� Gasket 2 X 1 Modified riser with Orenco o z .. 11 O cv splice box float tree bracket, I I optional concrete or other riser Optional concrete system available , see page 102 „ _ or other riser system 10 2 available, see pages Outlet I I 0 II a ll N 100 - 101 Interior space adequate for I I I I 0 (/� N duplex pump installation I I I I SECTION N O o Butyl rubber 12" 7'-6" Concrete platform positions I I I i I sealant l 6'-7" pump above sludge I d � _ Un c z z E 4 6" / 73,. 73„ � / n ® , o O O a Effluent pump (per specification ) / alarm box, float tree, i ,i O Y L. . s o 4" Cast-A-Seal ' ' 5" 4'-7" control switches installed and pump plumbed to stub I •_ I U Gasket typical 12 , � ' out including preassembled pipes and fittings . ; II = U Un IL Connections to electrical source by others . ______________________Cl) 5' 1- --- --- - ----- __ 6„ ISSUED DATES 3 55" 4 a 52" 1227 Spec. for water and wastewater structures . Monolithic tank meets ASTM C- 1227 Spec. for water and wastewater structures . V1 . 0 - 04 /25 /2024 True Monolithic • Butyl rubber sealant meets Fed . Spec. SS-S-210A. (Provided with tank) • Butyl rubber sealant meets Fed . Spec. SS-S-210A. (Provided with tank) V2 . 0 - 05/21 /2024 80� DD -., Tank 4" • All plumbing shown in diagram is 4" SDR 35 . (Provided with tank) • All plumbing shown in diagram is 4" SDR 35. (Provided with tank) V3 . 0 - 06 /21 /2024 PERMIT o • Follow standard practice for installation of underground precast concrete Q14'- 10" • Follow standard practice for installation of underground precast concrete SET structures . (See page 2 for ASTM C-891 Summary) Note: N. T. S. structures . (See page 2 for ASTM C-891 Summary) - - - - c E Part # Approximate Weights rR Discharge I Approximate Weights R PROJECT ENG : AWE Capacity F67 t6TT Part # TIT TTTT (gallons) Tank Lid Total ATERTIGHT Cycle Bottom Section Top Section Lid Total WATE �7 RTIGHT QA /QC : PBG DRAWN BY: MPH PCA-000-255 1535 9 , 615 lbs 3 ,900 lbs 13 , 515 lbs /� i� i PCA-000-295 7 . 8 Gal / Vertical Inch 4 , 850 Ibs 1 , 740 Ibs 1 , 525 Ibs 8 , 115 Ibs 11( i� PRJ # 24. 082 i Y Front Range Precast Concrete , Inc. Front Range Precast Concrete, Inc . DATE: 04/25 /2024 0 5901 Dexter Street, Unit 102, Commerce City, CO 80022 5901 Dexter Street, Unit 102, Commerce City, CO 80022 ID Phone (303) 442-3207 - (800) 783-3207 - Fax (303) 442-3209 Phone (303) 442-3207 - (800) 783-3207 - Fax (303) 442-3209 C9 / 9 N Note: N. T. S. www.flxx.com www.flxx.com 0 DETAILS N a Exhibit 13 Page 1 EXHIBIT 13 COMMUNICATION PLAN Include a Communication Plan or Decommissioning Plan in the Use by Special Review Application, as per the Use by Special Review Procedural Guide Planning Requirements Checklist (if applicable). The objectives of the CSC Kersey Mine Communication Plan are to describe CSC 's approach to : • Initiate and maintain communication with landowners adjacent to the mine Permit Area; • Identify and respond to landowners ' issues as they relate to the proposed mine; • Meet the requirements of the Weld County Department of Planning Services; and • Monitor, report, and make public the effectiveness of this Plan. Communication Plan Details: • Phase 1 : During Project planning and permitting, the Weld County Department of Planning Services will initiate preliminary communication by sending notice to the four landowners within 500 feet of the Permit Area as per Weld County Code Section 23 -2-210 : Wells Ranch, State of Colorado, 70 Ranch LLC, and SLW Ranch Company ( See Exhibit 13-1 and Exhibit 16 : Buffer Report) . • Secondary communication will address the property owners in the preliminary communication as well as identified landowners outside of 500 feet of the proposed USR boundary whose direct access to an occupied home or business is located along CR- 67 (See Exhibit 13-2) . Flyers (See Exhibit 13-3) with information about the project as well as contact information will be mailed out to the identified property owners one month prior to construction. The landowners will be encouraged to reach out to CSC with any comments or questions or to learn more about the Project. CSC will conduct an annual review of property owners to search for and contact additional landowners for inclusion in the ongoing communications. CSC is committed to maintaining open and active communications with Weld County and the landowners proximate to CSCs operations. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised: Exhibit 13 Page 2 EXHIBIT 13 - 1 PROPERTY OWNERSHIP WITHIN 500 FEET OF THE PERMIT AREA Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: SEC 26 SFc 29 SF0 2 SITE EXIT: SEC 25 SEC 30 SITE ENTRANCE : LAT: 40 °26'21 .46 " N ► LAT: 40 °26'24 . 51 " N LONG : 104°25'06 .44"W LONG : 104°25'31 . 92"W SOUTH HALF, SOUTH HALF N WELLS RANCH T6N R63W S34 co ca / 079934100003 WELLS RANCH 'o c' SEC 31 SEC 32 SEC 33 EC 34 079934100003 4805 ft SEC 35 SEC 36 ` WELLS RANCH WELLS RANCH , 079935100002 079933100002 ! ACI I STATE OF COLORADO 6N 63W i_1 ₹ ' ` I`V 079936100003 6N 62W �, ` ! _ era-.. ._ 5N 63W rTLAflT" I 5N 62W i AREA ' ' I r I KERSEY MINE ' WELLS RANCH WELLS RANCH : PERMIT AREA ----w 096503100009 096502100001 , WELLS RANCH SEC 05 BOUNDARY , SEC 03 SEC 02 1 096501100006 3EC06 I I L. ' 1 STATE OF COLORADO I T5N R63W S03 T5N R63W S02 096504100001 I cu i 1 I I i i I I l I I I a S L W RANCH COMPANY I k ti 1 WELLS RANCH 096509100002 T5N Re3W S10 i 096512100008 T5N R63W S11 - - SEC 12 SEC 07 `' SEC 08 SEC 09 I EC ii I i WELLS RANCH ' 4796 ft � WELLS RANCH WELLS RANCH , ' LLLP 096510100008 096511100002 ' WELLS RANCH I 096510200003 + 096512300009 c CO R I I Z LZ cc s I i — o - I I a 1 i I z STATE OF COLORADO ; ' T5N R63W S15 T5N R63W S14 ; >- 096516100001 L �' I SEC 13 co SEC 17 SEC 15 SEC 14 SEC 18 ti) SEC 16 \ 7ORANCHLLC `- I 2 ' WELLS RANCH WELLS RANCH 096513100004 I; 096515100004 096514100001 ' 1 I I I I 0z z I I : / !_ I- J _ _ x `�, 70 RANCH LLC ° 096521100004 70 RANCH LLC \ 70 RANCH LLC / / 70 RANCH LLC 096524100003 w o SEC 20 096522100002 096523100003 SEC 24 � Q SEC 23 co SEC 22 70 RANCH LLC ,� 096522100001 it v. z z _. KERSEY MINE PERMIT AREA BOUNDARY PROJECT: COLORADO SAND COMPANY II, LLC O f` a _ _ _ _ KERSEY MINE ! _ _ ' 500 FOOT BUFFER WELD COUNTY, COLORADO �. HAUL ROAD 0 1 ,250 2,500 TITLE: " FEET OWNERSHIP AND PARCEL NUMBERS ` s, 1 :40,000 1 " = 3,333' co _ WY NE DRAWN BY: J . STRONA PROJ. NO.: 535891 x CHECKED BY: L . WIEPRECHT 0 i) \ I . ..._ _ I APPROVED BY: K. BAUD FIGURE 13-1 it _w ( I DATE: JANUARY 2024 co CO �- I co 1526 COLE BOULEVARD Q �� TR CBUILDING 3 , SUITE 150 c g _ LAKEWOOD , CO 80401 2 BASE MAP: WORLD TOPO, ESRI PHONE : 303. 792.5555 ° DATA SOURCES: TRC NM E---- FILE: COLORADO SAND CO_KERSEY MINE Exhibit 13 Page 3 EXHIBIT 13 -2 RESIDENTIAL PROPERTIES ALONG CR-67 (MINE ACCESS ROUTE) Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: COORDINATE SYSTEM: NAD 1983 STATEPLANE COLORADO NORTH FIRS 0501 FEET. MAP ROTATION: 0 - SAVED BY: JSTRONA ON 10/17/2024, 13:05:58 PM; FILE PATH: T 11-PROJECTSICOLORADO SAND COMPANY1535891 KERSEYMINSI2-APRXICOLORADO SAND CO_KERSEY MINE.APRX; LAYOUT NAME: FIGURE 13-2 PROPERTY OWNERSHIP CR67 I 079910200017 MILLETT DANIEL III 34670 COUNTY ROAD 67 079910200018 SCHAEFER JACKIE E � ' 34630 COUNTY ROAD 67 .41; 079910300019 REAMS STEVEN B 34380 COUNTY ROAD 67 079910300014 HAWKINS TARAN 34150 COUNTY ROAD 67 ''` 079910300013 CO oe , LOVATA BERNICE M v 34010 COUNTY ROAD 67 -N. CR 68 z rn 0 0 rn N N O C „‘‘,. _ .\\„ 1 _ 4 I l - PROJECT AREA V - ,_1 LEGEND PROJECT: COLORADO SAND COMPANY II , LLC WY KERSEY MINE Q PARCELS WITHIN 500 FT OF ACCESS ROAD NE WELD COUNTY , COLORADO TITLE: ACCESS ROAD RESIDENTIAL PROPERTIES ACCESS ROAD 500 FT BUFFER _ • ALONG MINE ACCESS ROUTE DRAWN BY: J . STRONA PROD. NO.: 535891 l PROJECT AREA OD L J Ks CHECKED BY: E . PENATE APPROVED BY: K. BAUD FIGURE 13 -2 OCTOBER DATE: T 2024 --s l 0 BASE MAP: USGS COLOR ORTHO IMAGERY 0 1 ,000 2,000 123 N . COLLEGE AVE . DATA SOURCES: TRC FEET ® TR C SUITE 370 FORT COLLINS , CO 80524 1 :34,000 1 " = 2,833' PHONE : 970. 484 . 3263 FILE: COLORADO SAND CO_KERSEY MINE Exhibit 13 Page 4 EXHIBIT 13 -3 LANDOWNER FLYER Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: -,.,fir , \,\, - _ s ti_'r , - i1/4 �` ;i, •i•,, COLORADO SAND . .,_. ishh1/4 , x raletv.y t cite COMPANYII , LLC /- 1 \ , . , ._ _ , ct frau, _ a = ,r* yy`` .. d / - - .� NON IlL .4,� - - -14y-- = w--Ittb.,, _ T 1., I `b 'sue .. : '"-'•r. ,.� +ro � 2001 KIRBY DRIVE __ , . \ SUITE 360 a�z, ., . 1 �s , .... _ k it k, I. tra • L ,s N, ifilL mt.,- --4\ki, . , . - , --,:ceAst, t 4 HOUSTON , TX 77019 . . , .........a....._....._ isir rci .--. Ri ' ;' "Imillialivii / Ilal . - r , _° ; __ , .._ Sib ) /- --- -"a- _ ir Ilia (970) 978-9858 _ i s - _ _ _ PROPOSED DATE OF _.......,....._ COMMENCEMENT: FEBRUARY 2025 KERSEY MINE Colorado Sand Company II , LLC ( CSC ) is currently in the PROPOSED DATE OF planning and permitting phase for the proposed Kersey Mine in COMPLETION : Weld County . The Kersey Mine is to be an open - cut industrial AUGUST 2045 sand mining and processing operation that will proportionately reduce the need for out - of- state sand resources in Colorado . In addition to localized sourcing , the Kersey Mine will also provide economic and other contributions to Weld County in the form of additional tax revenues, direct employment, indirect support services employment, and more . The existing landscape of the area consists of rangeland and oil and gas wells and CSC plans to reclaim the land to rangeland upon completion . Please contact us with any comments or questions or to schedule a meeting to learn more . CD .0 R AL E CD I .ti '1. , _ _ . _ Illirlizt I Eta, • a w C- *1 9 SEC IS SEC 14. :Al►: , r f i a '. - .. w s . I - -- 1 SEC tf. &Er, 23. Z HI. frRUCKING ROUTE I ACCESS HOAR SEC X' , , t I j j`� r li oF i I I I RFC 1 r ,. hf 'i t: I I SOUTH HALE,. SOUTH ILIALP . - i i0 .� TEN G ' *34100003 . � , ,. N 2 k xr - SITE. ENTRANCE," w FL r L_ F '` .. J -.III 4 I , ' I I TSN ROW 303 'USN, R63W SO2 096503100009 "a i:v 5+.)2I DIXJD II li -_- - - r _ - - . - • - - - - 1 KERSE ` PAINE T5N R63W S10 x PE MfT AREA r g BOUNDARY 1 h T5 ,R63W S 11 1 A 0965111190002 ,_ SE c iti SEC 1.9 ma '4 qn -k I gm rim- J COI war di 'E ' 4 1 §a 2ail 117 ital z z ISM R S t ' TSI ',R63W x.114 0965151O 096514100001 (� v s i i� NOTE: FEE T T WNSH '' : tSEC1ION IQ : _ _ _, E is Ti =:,f= , - ,�w Exhibit 22 Page 1 EXHIBIT 22 PRELIMINARY DRAINAGE REPORT OR DRAINAGE NARRATIVE Refer to Section 8-11-40 of the WCC for full drainage policy. Attached are the Weld County Drainage Report Checklist and the Weld County Drainage Code Certificate of Compliance that must be signed by the Applicant 's Consultant Engineer. A preliminary drainage report and detention pond design shall be submitted with your application materials. To have a complete application, the preliminary drainage report shall include detailed information for all highlighted items on the attached Drainage Report Checklist (It is possible that your project qualifies for an exception to stormwater detention per Weld County Code, Section 8-11-40.1. If determined as such, a drainage narrative as described in the aforementioned Code shall be provided. All eight narrative items must be addressed for a complete application.) If using the Rational Method to calculate your site 's historic and developed stormwater runoff, coefficients and spreadsheets located on the Weld County website shall be used. Links for downloads are provided below. Please note that Urban Drainage Full Spectrum Detention is NOT allowed. • Urban Drainage Rational Section (weld.gov) • Rational Method Coefficients, C (weld.gov) • Peak Runoff Prediction Workbook - Rational Method (live. com) • Urban Drainage Storage (Modified FAA Method for Pond Sizing) (weld.gov) • Detention Pond Basin Volume Estimating Spreadsheet for Modified FAA Method (live. com) The County requires detention as the default for ponds. Retention ponds are allowed only when the site topography does not allow for outfall location. Per Weld County Code, Section 8-11-40. C, a variance will need to be requested to the County Engineer for a retention pond design. The variance process requires additional time for review. The County requires detention ponds be sized using the historic runoff value (5-year runoff for urbanizing; 10- year runoff non-urbanizing) as the pond release rate during the 100-year, 1-hour storm event. The County classifies a site as "Urbanizing" if it falls within 14 mile of a municipal boundary. When calculating the weighted C value for the proposed site, please model the pond water surface area using a 100% impervious value. All historic basins should be modeled using 2 % imperviousness. The Regional Tc ((total length/180)+10) should not be used in calculation of historic runoff. The WQCV can be included within the detention volume. At a minimum, the report must include a description/scope of work, the site location (including county roads, S- T- R), nearby water features and ownership, hydrologic soil types/maps, and methodologies used in the report and analysis (full spectrum is not accepted). At a minimum, the Hydrology and Hydraulic Analysis must include design storm/rainfall information (NOAA Atlas or Local Data), hydrologic calculations (historic and developed basins) and detention/WQCV calculations. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised: Exhibit 22 Page 2 At a minimum, accompanying construction drawings must include the engineering scale and north arrow, property lines, rights-of-way and easements, I ' contours and elevations (existing and proposed), pre- and post-development drainage basins, and arrows depicting flow direction. Section 8-11-40.1. Exceptions to the Drainage Policy Exceptions to stormwater detention shall not jeopardize the public health, safety, and welfare of public and private property. No stormwater detention will be required for sites that meet any of the following conditions. Requirements of the Municipal Separate Storm Sewer System (MS4) areas remain applicable. Public Works will confirm if the development qualifies for an exception based upon the information provided by the applicant. Exceptions shall be supported with an approved drainage narrative, which must describe at a minimum: (1) Any existing and proposed improvements to the property. (2) The exception being requested for consideration. (3) Where the water originates if it flows onto the property from an off-site source. (4) Where the water flows as it leaves the property. (5) The direction of flow across the property. (6) Previous drainage problems with the property, if any. (7) The location of any irrigation facilities adjacent to or near the property. (8) Any additional information pertinent to the development. Exceptions to the stormwater detention shall be limited to the following uses: (1) Use by Right or Accessory Use in the A (Agricultural) Zone District. (2) Zoning Permits for accessory storage, commercial vehicles, home occupations, or manufactured homes in the A (Agricultural) Zone District. (3) A second dwelling permit in the A (Agricultural) Zone District. (4) Towers including, but not limited to, wind and telecommunication towers. (5) Pipelines or transmission lines, excluding laydown yards, metering sites, substations, and any other above ground appurtenances. (6) Gravel pits if the stormwater drains into the gravel pit Releases from the site shall comply with the Weld County Storm Drainage Criteria, including dewatering. Topographical information shall be provided. (7) Residential developments where all the following conditions exist. This exception shall be supported by calculations signed and stamped by a Colorado Licensed Professional Engineer: (a) Nine (9) lots or fewer. (b) The average lot size is equal to, or greater than, three (3) acres per lot. (c) Downstream roadway criteria are not exceeded. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised: Exhibit 22 Page 3 (d) The total post-development imperviousness for the rural residential development does not exceed ten percent (10%), assuming that all internal roads and driveways are paved, or will eventually be paved. (1) Development of sites where the change of use does not increase the imperviousness of the site. (2) Non- Urbanizing areas where the total pre-existing and post development impervious area produces stormwater runoff of less than, or equal to, five (5) cfs for the 1-hour, 100-year, storm event. This exception shall be supported by calculations signed and stamped by a Colorado Licensed Professional Engineer. (3) Parcels with total area less than, or equal to, one (1. 0) gross acre. (4) An individual parcel with an unobstructed flow path and no other parcel(s) between the Federal Emergency Management Administration (FEMA) regulatory floodplain channel and the project. (5) A parcel greater than one (1) gross acre and less than, or equal to, five (5) gross acres in size is allowed a onetime exception for a new two thousand (2, 000) sq. ft. building or equivalent imperviousness. (6) A parcel greater than five (5) gross acres in size is allowed a onetime exception for a new four thousand five hundred (4,500) sq. ft. building or equivalent imperviousness. (7) Concentrated Animal Feeding Operation (CAFO), Animal Feeding Operations (AFO) and Housed Commercial Swine Feeding Operation (HCSFO) which are covered and approved by the Colorado Discharge Permit System (CDPS) regulations. Portions of the site not included or covered by the CDPS permit, shall comply with the Weld County Storm Drainage Criteria. Section 8-11-40. C. Drainage Policy Except as set forth below, Weld County requires regional and/or on-site detention for all future developments. Temporary or interim detention/retention may be required if the downstream regional facilities have not yet been constructed per the applicable master plan for that location. Stormwater retention facilities are normally not allowed in Weld County but will be considered for special circumstances through the variance process as defined in this article. Design Standards Section 23-2-240.A: An applicant for a Use by Special Review shall demonstrate compliance with the following design standards in the application and shall continue to meet these standards if approved for development. (5) Uses shall comply with the stormwater drainage criteria requirements set forth in this Code. Operation Standards Section 23-2-250: An applicant for a Special Review Permit shall demonstrate conformance with the following operation standards in the Special Review Permit application to the extent that the standards affect location, layout and design of the Use by Special Review prior to construction and operation. Once operational, the operation of the USES permitted shall conform to these standards. (c) The operation of the uses shall comply with the water quality regulations promulgated by the Colorado Water Quality Control Commission. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised: Exhibit 22 Page 4 Reclamation Policies Section 23-4-300: (c) Sufficient drainage shall be provided so as to prevent water pockets or undue erosion. Grading shall be accomplished in such a manner that stormwater leaves the property at the original, natural drainage points. Runoff at any one (1) such point shall not normally be increased over historic flows. Increases over historic flows shall be allowed only when it is shown that the increased flows will not adversely impact USES or lands affected by such flows. A Drainage Analysis (Exhibit 22-1), along with the Certificate of Compliance (Exhibit 22-2) , Stormwater Detention Pond Exemption Summary (Exhibit 22-3), Grading Permit Exemption Summary (Exhibit 22-4), and Construction Drawings (Exhibit 22-5), are attached. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised: Exhibit 22 Page 5 EXHIBIT 22 - 1 DRAINAGE ANALYSIS Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: ,s TR. c Drainage Kersey Mine Analysis Prepared for : Colorado Sand Company II , LLC Prepared by : TRC Lakewood , CO February 29 , 2024 ' TRC Table of Contents 1 .0 INTRODUCTION 1 1 . 1 Scope of Work 1 1 .2 Mine Location 1 1 . 3 Federal Emergency Management Agency (FEMA) Map and Study 2 2 .0 HYDROLOGY 3 2 . 1 Existing Wetland & Waterbodies 4 2 .2 Drainage Areas 4 2 . 3 Soils Data 4 2 .4 Hydrology 5 3 .0 HYDRAULICS 6 4.0 CONCLUSION 6 5.0 REFERENCES 6 Tables Table 1 . Atlas 14 Rainfall for a 24- Hour Storm 1 Table 2 . Comparison of LiDAR and Land Survey 3 Table 3 . Hydrologic Soil Groups 4 Table 4 . Drainage Area Sizes and Impervious Cover 5 Table 5 . Existing Flows (cfs) for Drainage Areas 5 Table 6 . Proposed Flows (cfs) for Drainage Area DA1 6 Figures Figure 1 . Mine Location Map 2 Appendices Appendix A . Atlas 14 Data Appendix B . FEMA Map and Flood Insurance Study (Applicable to the Permit Area) Appendix C . Streamstats Data Appendix D . Elevation Data Check Appendix E . Drainage Areas and Impervious Cover Maps Appendix F . Web Soil Map Appendix G . Win TR-55 Output Kersey Mine February 2024 Drainage Analysis i TRc Acronyms and Abbreviations Notation Description cfs Cubic feet per second CN Curve Number DA Drainage Area FEMA Federal Emergency Management Agency LiDAR Light Detection and Ranging NOAA National Oceanic and Atmospheric Administration Tc Time of concentration USDA U . S . Department of Agriculture USGS U . S . Geological Survey Kersey Mine February 2024 Drainage Analysis ii TRcii 1 . 0 Introduction The objective of this report is to perform a drainage analysis focused on reviewing any potential changes in flow as a result of the Colorado Sand Company II , LLC Kersey Mine . The property is currently being used for oil and gas production and includes numerous oil and gas well sites . The proposed Mine includes the phased development of a sand mine , involving processing facilities and open- pit mining . The analysis consists of establishing watershed boundaries , reviewing existing flow patterns , and developing proposed flow patterns as a result of the sand mine operation . 1 . 1 Scope of Work Colorado Sand Company II , LLC is proposing to develop the property into a surface pit sand mine supplying fracture-grade sands for regional oil and gas markets . Sand will be mined from an open-cut pit by hydraulic excavator and/or open front- end loader. The sand will then be hauled to the "wet" process plant which will utilize a mechanical separation process to produce an interim product which will be temporarily stockpiled to allow the sand to decant . The decanted sand will then be loaded and transported to the "dry" process plant via front- end loader for further drying . The finished product would be stored in a covered building where it will be conveyed to silos atop truck loadout facilities . 1 . 2 Mine Location The permit area consists of 4 , 018 acres of privately owned property south of County Road 68 and east of County Road 61 , approximately 6 . 5 miles east- north- east of the Town of Kersey , Weld County, Colorado . The permit area , as defined within the public land survey system , encompasses Township 5 North , Range 63 West , Sections 2 , 3 , 10 , 11 , 14 , and 15 , plus the south quarter of Township 6 North , Range 63 West , Section 34 (See Figure 1 ) (also referred to herein as the Site) . The Mine Permit Area ( Permit Area) is in a dry and rural remote area and is classified as Climate Zone B (dry climates ) within the Koppen Climate Zones as recognized by the National Oceanic and Atmospheric Administration ( NOAA) . The area experiences an annual rainfall of 15 inches of rain with , on average , 75 days per year with some kind of precipitation ( BestPlaces 2024) . Most of the precipitation in the area occurs between March and September. May is typically the wettest month with an average of 2 . 4 inches of rainfall . The area was studied by NOAA Atlas 14 in 2013 and has defined Precipitation Data Server- based precipitation frequency estimates with 90 % confidence intervals for the 24- hour storm event (see Appendix A) . Twenty-four- hour storm event totals are shown in Table 1 below. Table 1 . Atlas 14 Rainfall for a 24-Hour Storm Frequency 1 2 5 10 25 50 100 500 1000 (year) Precipitation 1 . 53 1 . 79 2 . 26 2 . 7 3 . 38 3 . 95 4 . 58 6 . 23 7 . 02 ( inches ) Kersey Mine February 2024 Drainage Analysis 1 4) TR, c • ,I ht.. _ s . an Colorado Sand Company II , LLC at 4 - .0 _ - ervi.:7-_ 4imp'bit* Proposed Mine Location , Weld I z. ►.._ - C 1 , 4 t r. County, Colorado l °Lit• , �'I :i } .J Gill , CO T M - • ir—#- IL ir _ .t. sc,....%_ _ it_ /At rion"=.7- I . MINE I al i �: „. �, I LOCATION-- .. r " ii r ' • ' ` 1 171 i ifiiitas:::- T----cs, ; -, iiftrz, 1,_ ets ce . , b:: : i 41;?--) -I---' % mitli:1/44:41. :: 4 . *1 limn' - i:i.‘f . ; : iii : : . /.1 .- .r. : • : i .4.11, ,:: ' FOIC -• : Ii . 17, j-- In--7-—a ii . ,. IN . a a: • ',. - 1 . al t - - l , ` . ::. ,. r _ 1 �i. • i �41 I IFP '. . . 1 I ...., Par . I . ire lEr h , 0" ,,i 01 . 4 #4- . . , • , i i .1_, , Th.. „ . , , • , . . ,,_ A.,.., • ,.. y' ?i,„ •Ito lialli ,, ipi II .illri. II 4 A 1-7 4 . _ - 111" - :4 , t _ - 1 • 1 • it rt�.• e .•'� 1: • 6 r n ' P r . a vl� {1 q . °t: k •. � - - -_ _ �' �—ter• •�: •. :. •j ;. Is • � 0" r . * h Ili k i ' i. ;{ S 01 - i, ' ' -Tht .1} rt 141. Ul ilk 7 .rirl7n••••L . et ‘ ;nit =- - A y 144 414 •�R 'Y 1Q. - en. j �. . �- tip• I '1r ,• r -L. _. 1. - _ i I j -4 4 1 LID lap .03 • , .4 JO . it_ ji, , . a , __ . _, , es _s , _ Jail?ir rope, i Kersey , COll , , A ; i 1 1yy . F IF ' 44 y it • rr , - i`ir 1 F ♦ - l - •., si 7 ' ' ir'' .._ at lik I t is. - , : we . . ,‘ .r. . _ , . • , a _ - A :4.i I -• CJ..r _ 1.4 A WE - ' n ,Lim i 4• r - - - _ �- . ' - es it - - Figure 1 . Mine Location Map 1 . 3 Federal Emergency Management Agency ( FEMA ) Map and Study The flood insurance rate map of the Mine vicinity , published by the Federal Emergency Management Agency ( FEMA) , Weld County Colorado , Panel 1590 , revised November 30 , 2023 ( FEMA 2023) , is attached in Appendix B . The Permit Area is unmapped and is not in a designated flood zone . All the drainage areas within the Permit Area flow into the South Platte River located about 3 . 1 miles downstream . The South Platte River is a detailed study FEMA Floodway (AE) zone with a regulatory floodway . Waterways designated as a regulatory floodway must be reserved to discharge the base flood without cumulative increases to the water surface elevation . Communities must also regulate development so that there are no increases in flood elevation within the floodway . As a result, the existing and proposed flows at the site must be compared . If there are no increases in flow, there should be no increase in flood elevations . The reference point used to measure the differences in existing and proposed flows is located at the end of the FEMA Floodway (AE) zone . The drainage area of the South Platte River was calculated at 11 , 600 square miles by using U . S . Geological Survey ( USGS) Streamstats (Appendix C ) . The flow across the Permit Area was calculated by using the peak flow statistics for the 1 % Annual exceedance Probability and resulted in a value of 89 , 000 cubic feet per second ( cfs ) . FEMA does not provide a flow at the reference point mentioned above , however, the upstream portion has a flow of 41 , 828 cfs for existing conditions and a flow of 49 , 289 cfs for proposed conditions . Historically , there have been stream gauges located along the South Platte River. The stream gauge named " USGS Kersey Mine February 2024 Drainage Analysis 2 Aligor TRc 06754000" is located on the South Platte River Near Kersey , Colorado , and has a drainage area of 9 , 661 square miles . This particular stream gauge has a period of record from 1902 to 2007 with a maximum recorded flow of 31 , 500 cfs on May 8 , 1973 . 2 . 0 Hydrology The drainage areas for the Permit Area were first established using the light detection and ranging ( LiDAR) survey data available for the site . LiDAR data was downloaded from the Colorado Water Conservation Board , Colorado Hazard Mapping & Risk Map Portal (Colorado Department of Natural Resources 2024) . The two data sets below were used to cover the drainage area . • 2013 South Platte River & Denver Post Flood • 2018 3DEP East CO Block 1 ( N Weld & Morgan) . No metadata was available via the Colorado Hazard Mapping site . However, USGS metadata was obtained with a one- meter or better resolution ( USGS 2024) . A planimetric/survey was completed by TRC and was compared to the LiDAR data ( see Appendix D) . Both data sets were similar as depicted in the table below. Overall , the average difference is 0 . 08 feet, equating to approximately 1 inch . The maximum difference is 0 . 38 feet , equating to approximately 4 . 5 inches . Since the differences between the planimetric/survey data and the LiDAR data are negligible , the LiDAR data can be relied on . This check indicates that the data provides a level of accuracy sufficient to delineate drainage areas . Table 2 . Comparison of LiDAR and Land Survey LiDAR Survey Difference Coordinates (feet) Elevation (feet)* (feet) 40 . 4409605101364 , - 104 .42339997569289 4768 . 68 4768 . 61 0 . 07 40 . 43577542922117 , - 104 . 4307907400441 4776 . 87 4777 - 0 . 13 40 . 43937713985345 , - 104 . 41848036301963 4777 . 6 4777 . 38 0 . 22 40 . 43097858345136 , - 104 . 41083281008609 4696 4695 . 62 0 . 38 40 . 479362430144064 , 104 . 42790730582679 4710 . 03 4709 . 84 0 . 19 40 . 45387438307893 , - 104 . 42238915875676 4814 . 82 4815 . 14 - 0 . 32 40 . 39604447238899 , - 104 . 41673064949379 4654 . 89 4655 . 18 - 0 . 29 40 . 403410668001854 , 104 . 41939068481706 4645 . 92 4645 . 95 - 0 . 03 40 . 39567627626393 , - 104 . 40827229668015 4635 . 1 4635 . 04 0 . 06 40 . 396479748348185 , 104 . 40039482957289 4623 . 12 4622 . 8 0 . 32 40 . 43100164771298 , - 104 . 41085301032851 4696 4695 . 62 0 . 38 Average Difference (feet) 0 . 08 * Positive value = LiDAR elevation is higher than the survey . Negative value = LiDAR elevation is lower than the survey . Kersey Mine February 2024 Drainage Analysis 3 14 TRc 2 . 1 Existing Wetland & Waterbodies A wetland and waterbody delineation survey was conducted within the Permit Area on October 16 and 20 , 2023. Based on field observations , no wetlands were identified while one 0 . 38- acre waterbody was identified within the permit area . This waterbody , owned by Wells Ranch , was identified as a former cattle pond and was not observed to have downstream connectivity to federally jurisdictional waterbodies . 2 . 2 Drainage Areas The Permit Area is 4 , 018 acres or 6 . 278 square miles . The drainage areas were delineated considering the permit boundary and dividing the area into five sections . Downstream points were identified for comparisons of existing and proposed conditions . As the changes to the land do not impact the delineation of the drainage areas , the drainage area boundaries for existing and proposed conditions remain the same . The exhibit of the drainage areas can be found in Appendix E . The drainage areas vary from the largest of Drainage Area ( DA) 1 at 7 . 36 square miles or 4710 . 4 acres to the smallest drainage area of DA5 at 0 . 13 square miles or 83 . 2 acres . The next step of the analysis is to calculate the Curve Number ( CN ) , establish impervious areas , and quantify the time of concentration . This data is needed for the Hydrologic Engineering Center's Hydrologic Modeling System input which will be one of the methods for determining flow. 2 . 3 Soils Data The soil types must quantified in order to calculate the CNs . Most of the Permit Area is classified as Hydrologic soil group A except for a small portion which is classified as soil group C . The soils data of the Permit Area was obtained from the U . S . Department of Agriculture 's ( USDA 's) Web Soil Survey map (Appendix F) ( USDA 2024) . The Permit Area consists of the following soils : Table 3 . Hydrologic Soil Groups Soil Name & Description Hydrologic Soil Group 24 — Fort Collins loam , 0 to 3 percent slopes . C 49 - Osgood sand , 0 to 3 percent slopes . A 69 — Valent sand , 0 to 3 percent slopes . A 70 — Valent sand , 3 to 9 percent slopes . A 72 — Vona loamy sand , 0 to 3 percent slopes . A 74 — Vona loamy sand , 5 to 9 percent slopes . A The soil map with the soil description is included in Appendix F . For this area of range land , the CN of 63 was used for all areas of poor desert shrub soil group A . The pavement was modeled asaCNof98 . Kersey Mine February 2024 Drainage Analysis 4 .4,, TRc 2 . 4 Hydrology Arial imagery was used to calculate impervious cover. As depicted in Table 4 below, impervious cover is minimal across the Permit Area . Table 4 . Drainage Area Sizes and Impervious Cover Drainage Drainage area size Drainage area size Area of Percent Area (square miles) (acres) Impervious Cover Impervious cover (acres) DA1 7 . 36 4710 . 41 1 . 05 0 . 02 DA2 1 . 46 1017 . 3 0 . 164 0 . 016 DA3 0 . 64 409 . 6 0 . 147 0 . 036 DA4 0 . 78 499 . 2 0 . 15 0 . 030 DA5 0 . 13 83 . 2 0 0 Time of concentration (Tc) specifies the time for runoff to travel from the hydraulically most distant point of the watershed to a point at the end of the Site within the watershed . Tc is calculated by totaling all the travel times for consecutive components of the drainage conveyance system which includes sheet , shallow, and channel flow. The USDA Natural Resource Conservation Service Hydrology National Engineering Handbook was used as guidance for determining Tc . Tc was then used in the Win TR- 55 hydrograph and for calculating the intensity of the rational method for DA5 . Win TR-55 is a single- event rainfall- runoff small watershed hydrologic model . Win TR- 55 flows were compared to flows calculated using USGS StreamStats . In the case of DAS , the drainage area was small enough that the rational method could be used to check the flow. The Win TR- 55 data is provided in Appendix G . Table 5 . Existing Flows ( cfs ) for Drainage Areas Drainage Flow Method 2 yr. 5 yr. 10 yr. 25 yr. 50 yr. 100 yr. Area TR- 55 26 . 58 100 . 2 195 . 1 425 . 8 681 . 4 974 . 1 DA1 StreamStats 62 . 3 186 327 592 863 1230 TR- 55 6 . 44 32 . 37 70 . 1 167 . 3 275 . 96 403 . 98 DA2 StreamStats 21 . 8 68 . 4 122 223 325 467 TR- 55 2 . 9 15 . 34 33 . 95 82 . 1 135 . 9 198 . 8 DA3 StreamStats 13 . 5 43 . 7 78 . 7 145 212 306 TR- 55 0 . 57 2 . 8 6 14 . 2 23 . 5 34 . 3 DA4 StreamStats 10 . 5 28 . 5 47 . 1 78 . 8 109 147 Rational method 4 . 9 6 . 4 9 . 3 11 . 3 29 . 4 80 . 8 DA5 TR- 55 0 . 64 4 . 5 11 27 . 9 46 . 7 68 . 5 StreamStats 3 . 39 9 . 69 16 . 3 27 . 5 38 . 1 51 . 9 Kersey Mine February 2024 Drainage Analysis 5 TRc The percent change in impervious cover for the Permit Area was calculated to determine the change in flows . There is only one change in impervious cover across the Site resulting from the processing plant construction . This area is located within drainage area one . The impervious cover increased from 0 . 02 % to 0 . 076 % . This change was then entered into the WinTR- 55 model . The results showed that the impervious cover change was small enough that it did not impact the CN and , in turn , resulted in no change to the flow. Table 6 . Proposed Flows ( cfs ) for Drainage Area DA1 Drainage Flow 2 yr. 5 yr. 10 yr. 25 yr. 50 yr. 100 yr. Area Method TR-55 26 . 58 100 . 2 195 . 1 425 . 8 681 . 4 974 . 1 DA1 StreamStats 62 . 3 186 327 592 863 1230 3 . 0 Hydraulics The water surface elevations on the South Platte River are projected to remain the same as flows do not increase . The change in CN is nominal and does not impact flow, therefore , the water surface elevations are projected to remain unchanged . 4 . 0 Conclusion Various hydrologic methods were used to model and compare the existing and proposed runoff flow conditions for each drainage area . Each method yielded very simliar runoff flow results when comparing the pre and post development of drainage areas within the Permit Area . The runoff from developed areas will be routed into the mine pits via swales and culverts . The permit area is a sandy soil area with very high infiltration that water will seep into . Any runoff the South Platte River receives from the undeveloped sections of the Permit Area would be nominal and the area between the Permit Area and the river should not be impacted . 5 . 0 References BestPlaces . com (2024) . Weld County, CO Climate . https : //www . bestplaces . neticlimate/county/colorado/weld . Website accessed January 2024 . Colorado Department of Natural Resources , Colorado Water Conservation Board . ( 2024) . LiDAR Download Portal. Co Hazard Mapping & Risk Map Portal . https : //coloradohazardmapping . com/Iidarpownload . Website accessed January 2024 . Federal Emergency Management Agency ( FEMA) . (2023) . Flood Insurance Study, Weld County, Colorado and Incorporated Areas. Volumes 1 abd 4 . November 30 . U . S . Department of Agricluture ( USDA) . (2024a) . Soil Maps for Weld County, Colorado . https : //websoilsurvey . nres . usda . gov/app/WebSoilSurvey . aspx . Website accessed January 2024 . Kersey Mine February 2024 Drainage Analysis 6 Appendix A . Atlas 14 Data 12/13/23, 11 :27 AM Precipitation Frequency Data Server NOAA Atlas 14, Volume 8, Version 2 itta OF co e� Location name: Kersey, Colorado, USA* tithe,kf 'lett A V A Latitude: 40.4049° Longitude: -104.4549° norm `ril Elevation: 4704 ft** o pa`s * source: ESRI Maps .``� , Ito � { ''mss ** source: USGS '"^ POINT PRECIPITATION FREQUENCY ESTIMATES Sanja Perica, Deborah Martin, Sandra Pavlovic, Ishani Roy, Michael St. Laurent, Carl Trypaluk, Dale Unruh, Michael Yekta, Geoffery Bonnin NOAA, National Weather Service, Silver Spring, Maryland PF tabular I PF_graphical I Maps & aerials PF tabular PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches/hourj1 ^I Average recurrence interval (years) Duration — 1 1 2 5 10 25 50 100 200 500 7 1000 5-min 2.98 3.59 4.74 5.83 7.52 9.00 10.6 12.4 14.9 17.1 (2.39-3.73) (2.88-4.50) (3.79-5.96) (4.63-7.37) (5.84-10. 1 ) (6.77-12.1 ) (7.67-14.7) (8.53-17.5) (9.86-21 .7) (10.9-24.9) . 10-min 2.18 2.63 3.47 4.27 5.51 6.59 7.76 9.07 10.9 12.5 (1 .75-2.73) (2.11 -3.30) (2.77-4.37) (3.39-5.39) (4.28-7.39) (4.96-8.89) (5.61 -10.7) (6.25-12.8) (7.22-15.9) (7.95-18.2) 15-min 1 .77 2.14 2.82 3.47 4.48 5.36 6.31 7.37 8.90 r 10.1 (1 .42-2.22) (1 .72-2.68) (2.26-3.55) (2.76-4.38) (3.48-6.00) (4.03-7.23) (4.56-8.72) (5.08-10.4) (5.87-12.9) (6.46-14.8) 30-min 1 .19 1 .44 1 .89 2.33 3.01 3.59 4.24 4.95 5.97 6.81 (0.958-1 .49) (1 . 15-1 .80) (1 .51 -2.38) (1 .85-2.94) (2.34-4.03) (2.70-4.85) (3.06-5.85) (3.41 -7.01 ) (3.94-8.68) r (4.34-9.94) 60-min 0.742 0.882 1 .16 1 .42 1 .85 2.23 2.66 3.13 3.82 4.39 (0.596-0.930) (0.708-1 . 11 ) (0.924-1 .45) (1 . 13-1 .80) (1 .45-2.50) (1 .68-3.03) (1 .92-3.68) (2. 16-4.44) (2.52-5.56) (2.80-6.40) 2-hr 0.444 0.523 0.681 0.841 1 .10 1 .33 1 .60 1 .89 2.32 2.68 (0.360-0.551 ) (0.423-0.650) (0.549-0.850) (0.674-1 .05) (0.869-1 .48) (1 .02-1 .80) (1 . 17-2.20) (1 .32-2.67) a (1 .55-3.36) (1 .73-3.88) 3-hr 0.323 0.377 0.488 0.602 0.792 0.964 1 .16 1 .38 1 .70 1 .98 (0.263-0.399) (0.307-0.466) (0.395-0.605) (0.485-0.750) (0.630-1 .06) (0.739-1 .29) (0.853-1 .59) (0.969-1 .94) (1 .15-2.46) (1 .28-2.84) 6-hr 0.185 0.218 0.283 0.348 0.453 0.547 0.652 0.770 0.943 1 .09 (0. 152-0.226) (0. 179-0.267) (0.231 -0.348) (0.283-0.429) (0.362-0.598) (0.423-0.725) (0.484-0.884) (0.545-1 .07) (0.639-1 .34) (0.710-1 .55) 12-hr 0.106 0.126 0.164 0.199 0.254 0.301 0.352 0.409 0.490 0.557 (0.088-0.129) (0. 104-0. 153) (0. 135-0. 199) (0. 163-0.243) (0.203-0.328) (0.233-0.392) (0.263-0.470) (0.291 -0.560) (0.335-0.688) (0.367-0.786) 24-hr 0.063 0.074 0.094 0.112 0.140 0.164 0.191 0.219 0.261 0.294 (0.052-0.076) (0.061 -0.089) (0.078-0. 113) (0.092-0.136) (0.113-0.179) (0. 129-0.212) (0. 144-0.251 ) (0. 158-0.297) (0. 179-0.362) (0. 196-0.411 ) 2-day 0.036 0.042 0.053 0.063 0.078 0.090 0.103 0. 117 0.137 0.153 (0.030-0.043) (0.035-0.050) (0.044-0.063) (0.052-0.076) (0.063-0.098) (0.071 -0. 114) (0.078-0.134) (0.085-0. 156) (0.095-0. 188) (0. 103-0.211 ) 3-day 0.026 0.030 0.038 0.044 0.054 0.062 0.071 0.080 0.094 0.105 (0.022-0.031 ) (0.026-0.036) (0.032-0.045) (0.037-0.053) (0.044-0.067) (0.049-0.079) (0.054-0.092) (0.059-0. 107) (0.065-0. 128) (0.071 -0.144) 4-day 0.021 0.024 0.030 0.035 0.042 0.048 0.055 0.062 0.072 0.080 (0.018-0.025) (0.020-0.028) (0.025-0.035) (0.029-0.041 ) (0.034-0.052) (0.038-0.061 ) (0.042-0.071 ) (0.045-0.082) (0.050-0.098) (0.054-0. 110) 7-day 0.013 0.015 0.019 0.022 0.027 0.030 0.034 0.038 0.043 0.047 (0.011 -0.016) (0.013-0.018) (0.016-0.022) (0.019-0.026) (0.022-0.033) (0.024-0.037) (0.026-0.043) (0.028-0.049) (0.030-0.058) (0.032-0.064) 10-day 0.010 0.012 0.015 0.017 0.020 0.023 0.025 0.028 0.031 0.034 (0.009-0.012) (0.010-0.014) (0.013-0.017) (0.014-0.020) (0.017-0.025) (0.018-0.028) (0.019-0.032) (0.020-0.036) (0.022-0.042) (0.023-0.046) 20-day 0.006 0.007 0.009 0.010 0.012 0.013 0.015 0.016 0.018 0.019 (0.005-0.007) (0.006-0.009), (0.008-0.010) (0.009-0.012) (0.010-0.015) (0.011 -0.016) (0.011 -0.018) (0.012-0.021 ) (0.013-0.024) (0.013-0.026) 30-day 0.005 0.006 0.007 0.008 0.009 0.010 0.011 0.012 0.013 0.014 (0.004-0.006) (0.005-0.007) ,(0.006-0.008) (0.007-0.009) (0.008-0.011 ) (0.008-0.012) (0.009-0.014) (0.009-0.015) (0.009-0.017) (0.010-0.019) 45-day 0.004 0.004 0.005 0.006 0.007 0.008 0.009 0.009 0.010 0.011 (0.003-0.004) (0.004-0.005) (0.005-0.006) (0.005-0.007) (0.006-0.008) (0.006-0.009) (0.007-0.011 ) (0.007-0.012) (0.007-0.013) (0.007-0.014) 60-day 0.003 0.004 0.004 0.005 0.006 0.007 0.007 0.008 0.008 0.009 (0.003-0.004) (0.003-0.004) (0.004-0.005) (0.004-0.006) (0.005-0.007) (0.005-0.008) (0.006-0.009) (0.006-0.010) (0.006-0.011 ) (0.006-0.012) 1 Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS). Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are not checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values. Please refer to NOAA Atlas 14 document for more information. Back to Top PF graphical https://hdsc.nws.noaa.gov/pfds/pfds_printpage. html?lat=40.4049&Ion=-104 .4549&data=intensity&units=english&series=pds 1 /4 12/13/23, 11 :27 AM Precipitation Frequency Data Server FADS-based intensity- duration-frequency ( IDF) curves Latitude: 40.4049 ' r Longitude: -104 . 4549 ° Average recurrence 101 interval (years} i c 1 -. _ I 11 1 I '6i' I _ e L'y �- � 500 10 - 1 000 i I EEEEEi i i i ri 71 7614. 7 o Q 6 :gig pawl cal rn Ito Duration r-1 N rn up -I 101- - -72 Du ration '' 100 I - - ▪C 5->M — 2 -dal!? i Q-rein 3 -day 15-run — 4-day 1 10 30-man — 7-day 1. — — 60-min — 10-day . — 2-hr — 20-day _ — 3-hr — 30-day - , . — 6- hr — 45-day — 12-hr — 60-rday, 1 t i i i 24-hr 1 2 5 10 25 50 100 200 500 1000 Average recurrence interval (years) NOAA Atlas 14, Volume 8, Version 2 Created (GMT}: Wed Dec 13 17:20:13 2023 Back to Top Maps & aerials Small scale terrain https://hdsc.nws.noaa.gov/pfds/pfds_printpage. html?lat=40.4049&Ion=-104 .4549&data=intensity&units=english&series=pds 2/4 12/13/23, 11 :27 AM Precipitation Frequency Data Server I � . -k +._ 3km I iI 2m i - �� " Large scale terrain I —� L. .WI ezil CoA, iGP4 t i ii--- ”V ) --h.e, I S•—. - %"14 i —may 'S. ci Kersey' -�—►— \ " r 6km a T 1/2„,%,--\\;:tc cr,,, 4mi _\ Large scale map o !S ‘g 1.3921 . Gull Road t50 1 /2 137,1 I — — ,i$ ,e Ker -� o 77 pr --''s.te) Si t :A 6km ----� �- 4mi Large scale aerial https://hdsc. nws . noaa. gov/pfds/pfds_printpage. html?Iat=40 .4049&Ion=-104 .4549&data=intensity&units=english&series=pds 3/4 12/13/23, 11 :27 AM Precipitation Frequency Data Server ir Nc:7, i - yJ liar t mil -ell isl filifikitgicu7,3 Y� 6 . G i ll ,' , III IFS. n — • 1 OE CA '• ii �_ r�" _ I'# _ 5: r 7:- ' v 14111n t I ii Et- 17 14* 4 . y apt l mlop i r rr OS a : i? 4 : - - ± liiiii • as so •. 1. 'l i i n i s 6km - LI .'Pr 4mi Back to Top US Department of Commerce National Oceanic and Atmospheric Administration National Weather Service National Water Center 1325 East West Highway Silver Spring , MD 20910 Questions?: HDSC .Questions@noaa.gov Disclaimer https://hdsc. nws . noaa. gov/pfds/pfds_printpage. html?Iat=40 .4049&Ion=-104 .4549&data=intensity&units=english&series=pds 4/4 Appendix B . FEMA Map and Flood Insurance Study (Applicable to the Permit Area ) .„0„ TR c FEMA Panel Map, Weld County Colorado, Panel 1590, revised November 30, 2023 3280000 FT R..^R5000 FT 3290'CMl FT 329500D ET .1104' - I. - 104° a 40"'28' 16'1oa 30 oD _ 40' 26' 15' - 36 ml x---- 31 32 33 .." T 6I. T a M . ' Isw, , " =r - • . .,, _I . - - - T b N. T 5 N. i _ r_ -- e1 - _. . . ' . I I I I I 4176•7"” N 1t 'I . f, .r F w . . 6 5 4 . 1 1400000 FT t I t I t I 1, $lv$mw N i I ; l ZONE A • + } 7 + 8 + -ii g °r740°r`" N I2 1395000 FT —ii .- ... • Weld Conn() I ; nincorporHtt't' ArNIs . 080206 • - } , . ... -..,.- I : : 4 e 1 tr. 13 _ I • 16. 17 16 LONE A f i . I I. I l ..729'41„ N 011 y t I g _ - ,4 4 i it. Vii,. • u, �1r •1- /it: 7r - I . .,i. .'t,r-iII • "; i. 41 ll. - - - - _ tall • I 4556.1 lilt Mb • :I • 20 , -I I / _I i + - "'71"'"'N DTI ff 1DNFAE I 1385000 FT 7/11/ / - lU .. o °' 11 — tn y a. ~ a ,+ / 4 I \\ Q 1 re - I I '. � / it ZONE AF I �'+ II / .....1, Ch.\ • , . „. / ‘ . l i .- // N i .„,/it 5'liti \ ;Cr \` 127/ II 40° 22' 30" 40" 22' 30" . __4 . . _ 104" 30' 00" II 104` 26' 15 e43eorr, E '44-1*''''I E t45.-)U'.., E '4631.:.. I FLOOD HAZARD INFORMATION NOTES TO USERS SCALE Fa A!tolaWllon and quetwatte amain Or Fb ad Insurance Ram Map (F1RM3, evisblb ptoducr Oaitelawd 9'M SEE AS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT this FIRM including hlgodc versions, 114 curter. moo date tat nest PIRM gnat now to order Precluele or the rAoO E NATIONAL FLOOD INSURANCE PROGRAM Nominal Flood I'ra'n Pmp,rnl Mir) in gar-ran. please tae the FEUA Mapping and Inwtrxa 'achonge at IJIIIverypl lrttrlswarse Mereatc' (LITMl Zcs a 13N: Norvl Mnerroerl Ddlur'l1903: FLOOD INSLiRANCE RATE IViAP THE INFORMATION DEPICTED ON THIS MAP AND SUPPORTING 1.177-FEMA.IAAP (I.$77-336-2&47) or wan ate FEMA Flood Map Servers Comm wadies r! N5Nratnrn Hrm'cp4wre: Yrrtln, I anitlin' NOD as C DOCUMENTATION ARE ALSO AVAILABLE IN DIGITAL FORMAT AT rdlpa.lM»s lamp.gov Awake" woducla may IMcIvde pre eruety *toed Lottwe o1 Mop Chomps a Flood Vitt &nwaree 8tuey Report rotor dada& umbra or His map Many at IMMO producIs tin be ordered or ermined t ICI I) COUNTY, COLORADO 1 A, drem Pontine weeslt. 1 inch - 1 000 feet 1: 1� 000 �4 t HT�PS:/jMSc-FEMA.GDV r a in incorporated 4 a Carrnwniues annoying tend on mined FIRM panel"must otttn ■ current copy or the rdprranl penal a well ail T 7 �y �ry C y ore current FIRM Index Theo troy be rtrdated dnecdy from the Flood Map Frrvtaa COMM ■! dui number lasted 0 1 ,000 2,000 4.000 (aia� Q� pA'Ia �59 V oc2250 �L . 'tiro r rT5 Without Base Flood Elevation (BEE) mote. feet a +Ff` 44 . st WithBFEorDepth _Itr:e 1 , f1, jH. 1'E. Ari For cortaurltyonocoauywoen dalesmerhetheFloodInsaexeSudyRepotnorthsjursdctlon. meters f + F A ASPECIAL FLOOD f To dewrm+ne d now Irmurance li available in ms community conlacl your Insurance astern or call the Malt:gal 0 250 500 1 .000 = I Vi • Regulatory FloDdway Float Inawsnom Preprint at t-tQO-e]t.852D _ HAZARD AREAS `J� Base mop Intdrmwron Wei. on Ian FIRM was denvad Rom the Nrtroeal Flood limed Layea (NFHLI Sled `= `\( L 0.2% Annual Chance Flood Hazard, Areas 2016 end digital OM Provided bt Weld CdunM1y GI9 Depadmeot died 201e acW Ottbinrgery dervad bomthe PANEL LOCATOR `y; Panel cr,1''Oir'I ti; .,_._,.` 9'r ,/� of 1% annual chance flood with average ".Ilpn.l.Agrk°IhureImagery Program &NAIPI, dated 2017. COMMUNITY NUMBER PANEL SUFFIX depth less than one foot or with draonage WELD cauNiY 080266 1590 r areas of less than one square male -a rri Future Conditions 1% Annual ,OCO11„1n, 1600 O -ti Chance Rood Hazard ® a riv e r! Area with Reduced Flood Risk due to Levee LL el See Notes. OTHER AREAS OF ? CO F1.000 HAZARD , Area with Flood Risk due to Levee � I - _ 0 o . NOSCREEN Area of Minimal Flood Hazard 1567 sit CO OTHER AREAS Area of Undetermined Flood Hazard . . a GENERAL Channel, Culvert. or Storm Sewer 1590 1595 STRUCTURES a• ltnenni umm • Levee, Dike, or Floodwall 18..2 CE). Cross Sections with 1% Annual Chance 17.5 1568 Water Surface Elevation .. OCoastal Transect ~ ----•- Coastal Transect Baseline - Profile Baseline VFRSIONNIJMBER 2.6.46 Hydrographic Feature wee-513 Base Flood Elevation Line (BEE) 185 1780 1795 ASAP NIIMnrR 08123C1590F OTHER `iLimltotStudy MAP REVISED FEATURES Jurisdiction Boundary NOVEMBER 30, 2023 Colorado Sand Company II , LLC Kersey Mine Drainage Analysis 4 TRc,• g 1 8 g' es 3) •.6 47 g i r g es a g in, N 3 n. tai (--1 . •cv N �� w v X cv S a wi A V 1! S tvi 01 a 8 414, IL. ) '.--'- Fo• r 1.. 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I 1 1 a 1 1 I # ■ 1 I I 1 ■ 1E 11 ■ ■ 1 1 1 i.f u�-i 1_I l ■ 1 I i l 1 ! l i to i t i • i ■ . ■ T >. T I • ■ i l a c i r r a a 1- • 7 a I X ft m - -- a c• Ii1 # # l ; 11t ; ■ # ; i11 # ilil_taa_i1 i ri_ _L-1 LYui_$_n• l ■ i 11i1_I_Llliiiil ✓ I is 7a ' .! IT titan a r a ■ ■ a I ■ ■ ■ ■ ■ ■ a lsa a . • -7 al■ ■ • r a 11- a s r J r ■ . I a • a a ■ r a l 1 r I•' r IA IN 1 1 1 1 1 1 1 1 1 1 a Ii 9 1 1 1 1I! 1 1 1 a I l I ■ l I i II III I I 11 1 I I t I I I I [ ■ I t• r n n n w =1 I t 1 1 LEA s 11155115 I 0 0 1t a a IV Sm. I. l • t ■ 1 ■ ■ ■ ■ 1 I ■ ■E l l ■ l I ■ l ■ I I a tt ■ II ■ ■ ■ a 1 I = _ 6 L[V 17 11 t■ Fri-1-11-1 --111, 111-11-1--1-1-11-1 Tt! 1-1- 1r r 1 I S Tali -1 LI r -1-4-1-2-11- 11- 11-- T I T 7- 1-1--1-I-1-1--1-i-I I x O if 1 l.si a • . . I -a 1 1 1 . I 1 1 1 ! 1 Z • '� v 1: 1 ! 11I ! 1111 ! . I _ 1 ! ! I : n" ! IntaII = ! i ! ! ! ; III . ! ! III. II11 ! IIIIII ! ! 1 : IIII * II +1 11111 fIII1IIIITi1 ! 11111iItii = IIiUI $ I1a IIII ! I ! 11II ! III11III ! i J I II l i I I I 1 1 1 1 ■ l a Ill Il . ■ I l i ] ■ I I I 1 1 11 I a I IIIIIIIIIIIIIIIIII ^; • 'I 1 I I_ soil 1111 i 1 1 1 ■ _ l - J t n O v`1 %ii is ii1 %J1 i;it i i/ i i1 ✓ a = •••t. �• w in n in In e_li ea %i CCtfCoaa eaaefr_C►if %# tea ILI a1-!=Iacsrr Aiaseasf•Y I —1 a - .w rGLOGf'fl G.VIGfl IIIV I .■M'NV\vcrnC/f I I'\VG•tV I a L ■ 'it t 1■ 1 Ininr PtL ii 1.7 v ri7 1- a • I• II a rnt 11— VI 1—.7 V.E . • • V • •ff.f�a tyI �l 11.8 i • •a..I IMPS I� a •► •—a I I� •AICA 17 I if-al i aal I V ! i 1 :S r r—a gal r li:.B:1: ! i , * al 1 I I a a . •aaft at[/►I1l"itVa • !► �t Sti 1 I" t"• �L ! 1 r RI V 1R pants into t innBRA Colorado Sand Company II/ LLC Kersey Mine Drainage Analysis Appendix C . Streamstats Data StreamStats Report DA1 Region ID : CO Workspace ID : CO20231228145615025000 Clicked Point ( Latitude , Longitude ) : 40 . 39206 , - 104 . 40775 Time : 2023 - 12 - 28 08 : 56 : 35 - 0600 , „ad lat. u-i 1 a (-I 1 1 L`r??L'atiseilrirg s+u al h Cr? 1 en 1]i NJ • r sIii La. • kd56, _ _ _ I ers eralkts_c___ _ { `'''-- —. we. - - '�. ant- , N © Collapse All Basin Characteristics Parameter Code Parameter Description Value Unit DRNAREA Area that drains to a point on a stream 7 . 36 square miles P arameter Code Parameter Description Value Unit I6H100Y 6 - hour precipitation that is expected to occur on average once in 100 years 3 . 9 inches O UTLETELEV Elevation of the stream outlet in feet above NAVD88 4623 feet STATSCLAY Percentage of clay soils from STATSGO 5 . 8 percent General Disclaimers Upstream regulation was checked for this watershed . , Peak-Flow Statistics Peak-Flow Statistics Parameters [Foothills Region Peak Flow 2016 5099] P arameter Code Parameter Name Value Units Min Limit Max Limit DRNAREA Drainage Area 7 . 36 square miles 0 . 6 2850 I6H100Y 6 Hour 100 Year Precipitation 3 . 9 inches 2 . 38 4 . 89 STATSCLAY STATSGO Percentage of Clay Soils 5 . 8 percent 9 . 87 37 . 5 O UTLETELEV Elevation of Gage 4623 feet 4290 8270 Peak-Flow Statistics Disclaimers [Foothills Region Peak Flow 2016 5099] One or more of the parameters is outside the suggested range . Estimates were extrapolated with unknown errors . Peak-Flow Statistics Flow Report [Foothills Region Peak Flow 2016 5099] Statistic Value Unit s 50 - percent AEP flood 62 . 3 ft " 3 / s StreamStats Report DA2 Region ID : CO Workspace ID : CO20231228153752499000 Clicked Point ( Latitude , Longitude ) : 40 . 42336 , - 104 . 39363 Time : 2023 - 12 - 28 09 : 38 : 15 - 0600 Mr- C:1 Collapse All > Basin Characteristics Parameter Code Parameter Description Value Unit DRNAREA Area that drains to a point on a stream 1 . 46 square miles P arameter Code Parameter Description Value Unit 16H100Y 6 - hour precipitation that is expected to occur on average once in 100 years 3 . 9 inches O UTLETELEV Elevation of the stream outlet in feet above NAVD88 4682 feet STATSCLAY Percentage of clay soils from STATSGO 5 . 8 percent > Peak-Flow Statistics Peak-Flow Statistics Parameters [Foothills Region Peak Flow 2016 5099] P arameter Code Parameter Name Value Units Min Limit Max Limit DRNAREA Drainage Area 1 . 46 square miles 0 . 6 2850 16H100Y 6 Hour 100 Year Precipitation 3 . 9 inches 2 . 38 4 . 89 STATSCLAY STATSGO Percentage of Clay Soils 5 . 8 percent 9 . 87 37 . 5 O UTLETELEV Elevation of Gage 4682 feet 4290 8270 Peak-Flow Statistics Disclaimers [Foothills Region Peak Flow 2016 5099] One or more of the parameters is outside the suggested range . Estimates were extrapolated with unknown errors . Peak-Flow Statistics Flow Report [Foothills Region Peak Flow 2016 5099] Statistic Value Unit 50 - percent AEP flood 21 . 8 ft ^ 3 / s 20 - percent AEP flood 68 . 4 ft ^ 3 / s 10 - percent AEP flood 122 ft ^ 3 / s 4- percent AEP flood 223 ft ^ 3 / s 2 - percent AEP flood 325 ft ^ 3 / s Statistic Value Unit 1 - percent AEP flood 467 ft " 3 / s 0 . 5 - percent AEP flood 634 ft " 3 / s 0 . 2 - percent AEP flood 913 ft " 3 / s Peak-Flow Statistics Citations Kohn , M . S . , Stevens , M . R . , Harden , T. M . , Godaire , J . E . , Klinger, R . E . , and Mommandi , A . , 2016 , Paleoflood investigations to improve peak - streamflow regional - regression equations for natural streamflow in eastern Colorado , 2015 : U . S . Geological Survey Scientific Investigations Report 2016 - 5099 , 58 p . ( http : I/ dx . doi . org / 10 . 3133 / sir20165099 ) USGS Data Disclaimer: Unless otherwise stated , all data , metadata and related materials are considered to satisfy the quality standards relative to the purpose for which the data were collected . Although these data and associated metadata have been reviewed for accuracy and completeness and approved for release by the U .S . Geological Survey ( USGS) , no warranty expressed or implied is made regarding the display or utility of the data for other purposes, nor on all computer systems, nor shall the act of distribution constitute any such warranty. USGS Software Disclaimer : This software has been approved for release by the U . S. Geological Survey ( USGS) . Although the software has been subjected to rigorous review, the USGS reserves the right to update the software as needed pursuant to further analysis and review. No warranty, expressed or implied , is made by the USGS or the U .S. Government as to the functionality of the software and related material nor shall the fact of release constitute any such warranty. Furthermore, the software is released on condition that neither the USGS nor the U . S. Government shall be held liable for any damages resulting from its authorized or unauthorized use. USGS Product Names Disclaimer : Any use of trade, firm , or product names is for descriptive purposes only and does not imply endorsement by the U . S. Government. Application Version : 4. 19 . 2 StreamStats Services Version : 1 . 2. 22 NSS Services Version : 2. 3 . 2 StreamStats Report Region ID : CO Workspace ID : CO20231228150433795000 Clicked Point ( Latitude , Longitude ) : 40 . 42330 , - 104 . 39363 Time : 2023 - 12 - 28 09 : 04 : 53 - 0600 I _ 1 - - T ale0111 I -1 fft } s-' © Collapse All Basin Characteristics Parameter Code Parameter Description Value Unit BSLDEM10M Mean basin slope computed from 10 m DEM 2 percent Parameter Code Parameter Description Value Unit CSL1085LFP Change in elevation divided by length between points 10 and 85 percent of distance 54 . 4 feet per mi along the longest flow path to the basin divide , LFP from 2D grid DRNAREA Area that drains to a point on a stream 1 . 46 square miles EL7500 Percent of area above 7500 ft 0 percent ELEV Mean Basin Elevation 4774 feet ELEVMAX Maximum basin elevation 4860 feet I24H100Y Maximum 24 - hour precipitation that occurs on average once in 100 years 4 . 56 inches I24H2Y Maximum 24 - hour precipitation that occurs on average once in 2 years - Equivalent to 1 . 79 inches precipitation intensity index I6H100Y 6 - hour precipitation that is expected to occur on average once in 100 years 3 . 9 inches I6H2Y Maximum 6 - hour precipitation that occurs on average once in 2 years 1 . 32 inches LAT_ OUT Latitude of Basin Outlet 40 . 423277 degrees LC1 1 BARE Percentage of barren from NLCD 201 1 class 31 0 percent LC1 1 CRPHAY Percentage of cultivated crops and hay, classes 81 and 82 , from NLCD 2011 0 percent LC11DEV DEV Percentage of developed ( urban ) land from NLCD 2011 classes 21 - 24 0 percent LC11FOREST FOREST Percentage of forest from NLCD 2011 classes 41 - 43 0 percent LC1 1 GRASS Percent of area covered by grassland / herbaceous using 201 1 NLCD 94 . 6 percent LC11 IMP Average percentage of impervious area determined from NLCD 2011 impervious 0 percent dataset LC1 1 SHRUB Percent of area covered by shrubland using 201 1 NLCD 5 . 4 percent LC1 1 SNOIC Percent snow and ice from NLCD 2011 class 12 0 percent LC1 1 WATER Percent of open water, class 11 , from NLCD 201 1 0 percent LC1 1 WETLND Percentage of wetlands , classes 90 and 95 , from NLCD 201 1 0 percent LFPLENGTH Length of longest flow path 2 . 86 miles LONG _ OUT Longitude of Basin Outlet - 104 . 393674 degrees Parameter Code Parameter Description Value Unit MINBELEV Minimum basin elevation 4680 feet OUTLETELEV Elevation of the stream outlet in feet above NAVD88 4682 feet PRECIP Mean Annual Precipitation 13 . 72 inches RCN Runoff- curve number as defined by NRCS 31 . 36 dimensionless ( http : // policy . nres . usda . gov/ OpenNonWebContent . aspx ? content = 17758 . wba ) RUNCO _ CO Soil runoff coefficient as defined by Verdin and Gross ( 2017 ) 0 . 22 dimensionless SSURGOA Percentage of area of Hydrologic Soil Type A from SSURGO 100 percent SSURGOB Percentage of area of Hydrologic Soil Type B from SSURGO 0 percent SSURGOC Percentage of area of Hydrologic Soil Type C from SSURGO 0 percent SSURGOD Percentage of area of Hydrologic Soil Type D from SSURGO 0 percent STATSCLAY Percentage of clay soils from STATSGO 5 . 8 percent STORNHD Percent storage ( wetlands and waterbodies ) determined from 1 : 24K NHD 0 percent TOC Time of concentration in hours 12 . 22 hours USGS Data Disclaimer : Unless otherwise stated , all data , metadata and related materials are considered to satisfy the quality standards relative to the purpose for which the data were collected . Although these data and associated metadata have been reviewed for accuracy and completeness and approved for release by the U .S . Geological Survey ( USGS) , no warranty expressed or implied is made regarding the display or utility of the data for other purposes, nor on all computer systems, nor shall the act of distribution constitute any such warranty. USGS Software Disclaimer: This software has been approved for release by the U . S. Geological Survey ( USGS) . Although the software has been subjected to rigorous review, the USGS reserves the right to update the software as needed pursuant to further analysis and review. No warranty, expressed or implied , is made by the USGS or the U .S. Government as to the functionality of the software and related material nor shall the fact of release constitute any such warranty. Furthermore, the software is released on condition that neither the USGS nor the U . S. Government shall be held liable for any damages resulting from its authorized or unauthorized use. USGS Product Names Disclaimer : Any use of trade, firm , or product names is for descriptive purposes only and does not imply endorsement by the U . S. Government. Application Version : 4. 19 . 2 StreamStats Services Version : 1 . 2. 22 NSS Services Version : 2. 3 . 2 StreamStats Report DA3 Region ID : CO Workspace ID : CO20231228154520371000 Clicked Point ( Latitude , Longitude ) : 40 . 39204, - 104 . 41181 Time : 2023 - 12 - 28 09 : 45 : 42 - 0600 • p Collapse All > Basin Characteristics Parameter Code Parameter Description Value Unit DRNAREA Area that drains to a point on a stream 0 . 64 square miles P arameter Code Parameter Description Value Unit 16H100Y 6 - hour precipitation that is expected to occur on average once in 100 years 3 . 9 inches O UTLETELEV Elevation of the stream outlet in feet above NAVD88 4620 feet STATSCLAY Percentage of clay soils from STATSGO 5 . 8 percent > Peak-Flow Statistics Peak-Flow Statistics Parameters [Foothills Region Peak Flow 2016 5099] P arameter Code Parameter Name Value Units Min Limit Max Limit DRNAREA Drainage Area 0 . 64 square miles 0 . 6 2850 16H100Y 6 Hour 100 Year Precipitation 3 . 9 inches 2 . 38 4 . 89 STATSCLAY STATSGO Percentage of Clay Soils 5 . 8 percent 9 . 87 37 . 5 O UTLETELEV Elevation of Gage 4620 feet 4290 8270 Peak-Flow Statistics Disclaimers [Foothills Region Peak Flow 2016 5099] One or more of the parameters is outside the suggested range . Estimates were extrapolated with unknown errors . Peak-Flow Statistics Flow Report [Foothills Region Peak Flow 2016 5099] Statistic Value Unit 50 - percent AEP flood 13 . 5 ft ^ 3 / s 20 - percent AEP flood 43 . 7 ft ^ 3 / s 10 - percent AEP flood 78 . 7 ft ^ 3 / s 4- percent AEP flood 145 ft ^ 3 / s 2 - percent AEP flood 212 ft ^ 3 / s Statistic Value Unit 1 - percent AEP flood 306 ft " 3 / s 0 . 5 - percent AEP flood 416 ft " 3 / s 0 . 2 - percent AEP flood 602 ft " 3 / s Peak-Flow Statistics Citations Kohn , M . S . , Stevens , M . R . , Harden , T. M . , Godaire , J . E . , Klinger, R . E . , and Mommandi , A . , 2016 , Paleoflood investigations to improve peak - streamflow regional - regression equations for natural streamflow in eastern Colorado , 2015 : U . S . Geological Survey Scientific Investigations Report 2016 - 5099 , 58 p . ( http : I/ dx . doi . org / 10 . 3133 / sir20165099 ) USGS Data Disclaimer: Unless otherwise stated , all data , metadata and related materials are considered to satisfy the quality standards relative to the purpose for which the data were collected . Although these data and associated metadata have been reviewed for accuracy and completeness and approved for release by the U .S . Geological Survey ( USGS) , no warranty expressed or implied is made regarding the display or utility of the data for other purposes, nor on all computer systems, nor shall the act of distribution constitute any such warranty. USGS Software Disclaimer : This software has been approved for release by the U . S. Geological Survey ( USGS) . Although the software has been subjected to rigorous review, the USGS reserves the right to update the software as needed pursuant to further analysis and review. No warranty, expressed or implied , is made by the USGS or the U .S. Government as to the functionality of the software and related material nor shall the fact of release constitute any such warranty. Furthermore, the software is released on condition that neither the USGS nor the U . S. Government shall be held liable for any damages resulting from its authorized or unauthorized use. USGS Product Names Disclaimer : Any use of trade, firm , or product names is for descriptive purposes only and does not imply endorsement by the U . S. Government. Application Version : 4. 19 . 2 StreamStats Services Version : 1 . 2. 22 NSS Services Version : 2. 3 . 2 usGs science for a changing world Study Area Storm Event Runoff Summary for 24 Hour 100 Year Precipitation (TR55) Parameters Precipitation ( inches ) : 4 . 58 Drainage Area ( square miles ) : 0 . 64 Runoff- Curve Number ( dimensionless ) : 51 Summary Peak runoff ( cubic feet per second ) : 24 . 7 Total infiltration ( inches ) : 4 Total excess precip ( inches ) : 0 . 576 Runoff hydrograph from 24 Hour 100 Year Precipitation 30 O l Discharge (ft3/ s ) Cum . precipitation ( in ) ( right axis ) 5 3 cn 25 -0 M - � 4 .S 2 0 �. C3 3 at 15 N co 2 co 10 0 5 ' � 1 �. / 0 0 0 CD °o. °T. °�. °u�. °�. °cS. °O. °ek oo. °J. 'o. '7. 'Q. 70. 757. '<S. '6'. '>. '0. 'J. spo. cD7. QQ. cDo. �sr, • o® ' °o ' °o . °o . 00 * °o * °o . °o * °o • °o * °® ' °o . °o * O • °o ' °o . °o • °o . °o • °o . °o . °o • °o . °o . °o Time ( HH : mm ) Tabular Hydrograph Time DRNAREA P RCN Duration la S dP P - la PI Pe dPe Q 00 : 00 0 . 64 0 . 00 51 24 1 . 92 9 . 61 0 - 1 . 92 0 0 0 0 00 : 30 0 . 64 0 . 10 51 24 1 . 92 9 . 61 0 . 104 - 1 . 82 0 . 104 0 0 0 01 : 00 0 . 64 0 . 25 51 24 1 . 92 9 . 61 0 . 146 - 1 . 67 0 . 146 0 0 0 01 : 30 0 . 64 0 . 41 51 24 1 . 92 9 . 61 0 . 16 - 1 . 51 0 . 16 0 0 0 02 : 00 0 . 64 0 . 57 51 24 1 . 92 9 . 61 0 . 163 - 1 . 35 0 . 163 0 0 0 02 : 30 0 . 64 0 . 73 51 24 1 . 92 9 . 61 0 . 16 - 1 . 19 0 . 16 0 0 0 03 : 00 0 . 64 0 . 89 51 24 1 . 92 9 . 61 0 . 156 - 1 . 03 0 . 156 0 0 0 03 : 30 0 . 64 1 . 04 51 24 1 . 92 9 . 61 0 . 153 - 0 . 88 0 . 153 0 0 0 04 : 00 0 . 64 1 . 19 51 24 1 . 92 9 . 61 0 . 152 - 0 . 728 0 . 152 0 0 0 04 : 30 0 . 64 1 . 34 51 24 1 . 92 9 . 61 0 . 151 - 0 . 578 0 . 151 0 0 0 05 : 00 0 . 64 1 . 49 51 24 1 . 92 9 . 61 0 . 151 - 0 . 427 0 . 151 0 0 0 05 : 30 0 . 64 1 . 65 51 24 1 . 92 9 . 61 0 . 152 - 0 . 275 0 . 152 0 0 0 06 : 00 0 . 64 1 . 80 51 24 1 . 92 9 . 61 0 . 151 - 0 . 124 0 . 151 0 0 0 06 : 30 0 . 64 1 . 95 51 24 1 . 92 9 . 61 0 . 151 0 . 0272 0 . 151 0 . 0000769 0 . 0000769 0 . 0635 07 : 00 0 . 64 2 . 10 51 24 1 . 92 9 . 61 0 . 15 0 . 177 0 . 147 0 . 0032 0 . 00312 2 . 58 07 : 30 0 . 64 2 . 25 51 24 1 . 92 9 . 61 0 . 148 0 . 325 0 . 141 0 . 0107 0 . 00746 6 . 16 08 : 00 0 . 64 2 . 39 51 24 1 . 92 9 . 61 0 . 146 0 . 471 0 . 135 0 . 0221 0 . 0114 9 . 41 08 : 30 0 . 64 2 . 54 51 24 1 . 92 9 . 61 0 . 143 0 . 615 0 . 128 0 . 037 0 . 0149 12 . 3 09 : 00 0 . 64 2 . 68 51 24 1 . 92 9 . 61 0 . 141 0 . 755 0 . 123 0 . 0551 0 . 0181 14 . 9 09 : 30 0 . 64 2 . 81 51 24 1 . 92 9 . 61 0 . 137 0 . 892 0 . 116 0 . 0758 0 . 0208 17 . 2 10 : 00 0 . 64 2 . 95 51 24 1 . 92 9 . 61 0 . 134 1 . 03 0 . 111 0 . 099 0 . 0232 19 . 1 10 : 30 0 . 64 3 . 08 51 24 1 . 92 9 . 61 0 . 13 1 . 16 0 . 105 0 . 124 0 . 0252 20 . 8 11 : 00 0 . 64 3 . 20 51 24 1 . 92 9 . 61 0 . 126 1 . 28 0 . 0992 0 . 151 0 . 0268 22 . 1 11 : 30 0 . 64 3 . 33 51 24 1 . 92 9 . 61 0 . 122 1 . 4 0 . 0938 0 . 179 0 . 028 23 . 2 12 : 00 0 . 64 3 . 44 51 24 1 . 92 9 . 61 0 . 118 1 . 52 0 . 0887 0 . 208 0 . 029 24 12 : 30 0 . 64 3 . 56 51 24 1 . 92 9 . 61 0 . 113 1 . 63 0 . 0831 0 . 238 0 . 0295 24 . 4 13 : 00 0 . 64 3 . 66 51 24 1 . 92 9 . 61 0 . 108 1 . 74 0 . 0782 0 . 267 0 . 0299 24 . 7 Time DRNAREA P RCN Duration la S dP P - la PI Pe dPe Q 13 : 30 0 . 64 3 . 77 51 24 1 . 92 9 . 61 0 . 103 1 . 85 0 . 0732 0 . 297 0 . 0299 24 . 7 14 : 00 0 . 64 3 . 86 51 24 1 . 92 9 . 61 0 . 0976 1 . 94 0 . 0681 0 . 327 0 . 0295 24 . 4 14 : 30 0 . 64 3 . 96 51 24 1 . 92 9 . 61 0 . 0916 2 . 03 0 . 0629 0 . 356 0 . 0287 23 . 7 15 : 00 0 . 64 4 . 04 51 24 1 . 92 9 . 61 0 . 0861 2 . 12 0 . 0582 0 . 383 0 . 0279 23 15 : 30 0 . 64 4 . 12 51 24 1 . 92 9 . 61 0 . 0797 2 . 2 0 . 0531 0 . 41 0 . 0266 22 16 : 00 0 . 64 4 . 20 51 24 1 . 92 9 . 61 0 . 0733 2 . 27 0 . 0482 0 . 435 0 . 0251 20 . 7 16 : 30 0 . 64 4 . 26 51 24 1 . 92 9 . 61 0 . 0673 2 . 34 0 . 0438 0 . 459 0 . 0236 19 . 5 17 : 00 0 . 64 4 . 32 51 24 1 . 92 9 . 61 0 . 0605 2 . 4 0 . 0389 0 . 48 0 . 0216 17 . 8 17 : 30 0 . 64 4 . 38 51 24 1 . 92 9 . 61 0 . 054 2 . 46 0 . 0344 0 . 5 0 . 0196 16 . 2 18 : 00 0 . 64 4 . 42 51 24 1 . 92 9 . 61 0 . 0472 2 . 5 0 . 0298 0 . 517 0 . 0174 14 . 3 18 : 30 0 . 64 4 . 47 51 24 1 . 92 9 . 61 0 . 0408 2 . 54 0 . 0256 0 . 532 0 . 0152 12 . 5 19 : 00 0 . 64 4 . 50 51 24 1 . 92 9 . 61 0 . 0339 2 . 58 0 . 0211 0 . 545 0 . 0128 10 . 5 19 : 30 0 . 64 4 . 53 51 24 1 . 92 9 . 61 0 . 027 2 . 6 0 . 0168 0 . 555 0 . 0103 8 . 47 20 : 00 0 . 64 4 . 55 51 24 1 . 92 9 . 61 0 . 0206 2 . 62 0 . 0127 0 . 563 0 . 00787 6 . 5 20 : 30 0 . 64 4 . 56 51 24 1 . 92 9 . 61 0 . 0147 2 . 64 0 . 00903 0 . 569 0 . 00563 4 . 65 21 : 00 0 . 64 4 . 57 51 24 1 . 92 9 . 61 0 . 0101 2 . 65 0 . 0062 0 . 573 0 . 00388 3 . 21 21 : 30 0 . 64 4 . 58 51 24 1 . 92 9 . 61 0 . 0055 2 . 66 0 . 00338 0 . 575 0 . 00212 1 . 75 22 : 00 0 . 64 4 . 58 51 24 1 . 92 9 . 61 0 . 00229 2 . 66 0 . 00141 0 . 576 0 . 000885 0 . 731 22 : 30 0 . 64 4 . 58 51 24 1 . 92 9 . 61 0 . 000916 2 . 66 0 . 000562 0 . 576 0 . 000354 0 . 292 23 : 00 0 . 64 4 . 58 51 24 1 . 92 9 . 61 0 2 . 66 0 0 . 576 0 0 23 : 30 0 . 64 4 . 58 51 24 1 . 92 9 . 61 0 2 . 66 0 0 . 576 0 0 24 : 00 0 . 64 4 . 58 51 24 1 . 92 9 . 61 0 2 . 66 0 0 . 576 0 0 24 : 30 0 . 64 4 . 58 51 24 1 . 92 9 . 61 0 2 . 66 0 0 . 576 0 0 Citations Asante, K . O . , Artan , G . A . , Pervez , S . , Bandaragoda , C . , and Verdin , J . P. , 2008 , Technical Manual for the Geospatial Stream Flow Model ( GeoSFM ) : U . S . Geological Survey Open - File Report 2007 - 1441 , 65 p . , accessed June 2016 ( https : // pubs . usgs . gov/ of/ 2007/ 1 441 / ) Colorado Department of Natural Resources , 2006 , Colorado Floodplain and Stormwater Criteria Manual , Volume 2 , 468 p . , accessed June 15 , 2016 ( http : //www2 . cde . state . co . us/ artemis/ nrmonos / nr38c862006internet/) Soil Conservation Service, United States Department of Agriculture , 1986 , Urban Hydrology for Small Watersheds , Tech . Release 55 , 164 p . , accessed October 2017 ( https : //www. nres . usda . gov/ Internet/ FSE_ DOCUMENTS/ stelprdb1044171 . pdf) USGS Data Disclaimer: Unless otherwise stated , all data , metadata and related materials are considered to satisfy the quality standards relative to the purpose for which the data were collected . Although these data and associated metadata have been reviewed for accuracy and completeness and approved for release by the U . S . Geological Survey ( USGS) , no warranty expressed or implied is made regarding the display or utility of the data for other purposes, nor on all computer systems, nor shall the act of distribution constitute any such warranty. USGS Software Disclaimer: This software has been approved for release by the U . S. Geological Survey ( USGS) . Although the software has been subjected to rigorous review, the USGS reserves the right to update the software as needed pursuant to further analysis and review. No warranty, expressed or implied , is made by the USGS or the U .S. Government as to the functionality of the software and related material nor shall the fact of release constitute any such warranty. Furthermore, the software is released on condition that neither the USGS nor the U . S. Government shall be held liable for any damages resulting from its authorized or unauthorized use. USGS Product Names Disclaimer : Any use of trade, firm , or product names is for descriptive purposes only and does not imply endorsement by the U . S. Government. Application Version : 4. 19. 2 StreamStats Report DA4 Region ID : CO Legampaliv—II :1' ell. Workspace ID : CO20231228152935184000 Clicked Point ( Latitude , Longitude ) : 40 . 39207 , - 104 . 41737 Time : 2023 - 12 - 28 09 : 29 : 56 - 0600 111.Lr =sue O. lick p Collapse All > Basin Characteristics Parameter Code Parameter Description Value Unit BSLDEM1OM Mean basin slope computed from 10 m DEM percent Parameter Code Parameter Description Value Unit CSL1085LFP Change in elevation divided by length between points 10 and 85 percent of distance along feet per mi the longest flow path to the basin divide , LFP from 2D grid DRNAREA Area that drains to a point on a stream 0 . 78 square miles EL7500 Percent of area above 7500 ft percent ELEV Mean Basin Elevation feet ELEVMAX Maximum basin elevation feet I24H100Y Maximum 24 - hour precipitation that occurs on average once in 100 years inches I24H2Y Maximum 24 - hour precipitation that occurs on average once in 2 years - Equivalent to inches precipitation intensity index I6H100Y 6 - hour precipitation that is expected to occur on average once in 100 years 3 inches I6H2Y Maximum 6 - hour precipitation that occurs on average once in 2 years inches LAT_ OUT Latitude of Basin Outlet degrees LC1 1 BARE Percentage of barren from NLCD 2011 class 31 percent LC1 1 CRPHAY Percentage of cultivated crops and hay, classes 81 and 82 , from NLCD 2011 percent LC11DEV DEV Percentage of developed ( urban ) land from NLCD 2011 classes 21 - 24 percent LC11FOREST FOREST Percentage of forest from NLCD 2011 classes 41 - 43 percent LC1 1 GRASS Percent of area covered by grassland / herbaceous using 2011 NLCD percent LC11IMP Average percentage of impervious area determined from NLCD 2011 impervious dataset percent LC1 1 SHRUB Percent of area covered by shrubland using 2011 NLCD percent LC1 1 SNOIC Percent snow and ice from NLCD 2011 class 12 percent LC1 1 WATER Percent of open water, class 11 , from NLCD 201 1 percent LC1 1 WETLND Percentage of wetlands , classes 90 and 95 , from NLCD 201 1 percent LFPLENGTH Length of longest flow path miles LONG _ OUT Longitude of Basin Outlet degrees MINBELEV Minimum basin elevation feet P arameter Code Parameter Description Value Unit O UTLETELEV Elevation of the stream outlet in feet above NAVD88 4630 feet PRECIP Mean Annual Precipitation inches RCN Runoff- curve number as defined by NRCS dimensionless ( http : // policy . nres . usda . gov / OpenNonWebContent . aspx ? content = 17758 . wba ) RUNCO _ CO Soil runoff coefficient as defined by Verdin and Gross ( 2017 ) dimensionless SSURGOA Percentage of area of Hydrologic Soil Type A from SSURGO percent SSURGOB Percentage of area of Hydrologic Soil Type B from SSURGO percent SSURGOC Percentage of area of Hydrologic Soil Type C from SSURGO percent SSURGOD Percentage of area of Hydrologic Soil Type D from SSURGO percent STATSCLAY Percentage of clay soils from STATSGO 5 . 8 percent STORNHD Percent storage ( wetlands and waterbodies ) determined from 1 : 24K NHD percent TOC Time of concentration in hours hours > Peak-Flow Statistics Peak-Flow Statistics Parameters [Foothills Region Peak Flow 2016 5099] P arameter Code Parameter Name Value Units Min Limit Max Limit DRNAREA Drainage Area 0 . 78 square miles 0 . 6 2850 I6H100Y 6 Hour 100 Year Precipitation 3 inches 2 . 38 4 . 89 STATSCLAY STATSGO Percentage of Clay Soils 5 . 8 percent 9 . 87 37 . 5 O UTLETELEV Elevation of Gage 4630 feet 4290 8270 Peak-Flow Statistics Disclaimers [Foothills Region Peak Flow 2016 5099] One or more of the parameters is outside the suggested range . Estimates were extrapolated with unknown errors . Peak-Flow Statistics Flow Report [Foothills Region Peak Flow 2016 5099] Statistic Value Unit 50 - percent AEP flood 10 . 5 ft " 3 / s 20 - percent AEP flood 28 . 5 ft " 3 / s 10 - percent AEP flood 47 . 1 ft " 3 / s 4- percent AEP flood 78 . 8 ft " 3 / s 2 - percent AEP flood 109 ft " 3 / s 1 - percent AEP flood 147 ft " 3 / s 0 . 5 - percent AEP flood 190 ft " 3 / s 0 . 2 - percent AEP flood 258 ft " 3 / s Peak-Flow Statistics Citations Kohn , M . S . , Stevens , M . R . , Harden , T. M . , Godaire , J . E . , Klinger, R . E . , and Mommandi , A . , 2016 , Paleoflood investigations to improve peak - streamflow regional - regression equations for natural streamflow in eastern Colorado , 2015 : U . S . Geological Survey Scientific Investigations Report 2016 - 5099 , 58 p . ( http : // dx . doi . org / 10 . 3133 / sir20165099 ) USGS Data Disclaimer : Unless otherwise stated , all data , metadata and related materials are considered to satisfy the quality standards relative to the purpose for which the data were collected . Although these data and associated metadata have been reviewed for accuracy and completeness and approved for release by the U .S . Geological Survey ( USGS) , no warranty expressed or implied is made regarding the display or utility of the data for other purposes, nor on all computer systems, nor shall the act of distribution constitute any such warranty. USGS Software Disclaimer: This software has been approved for release by the U . S. Geological Survey ( USGS) . Although the software has been subjected to rigorous review, the USGS reserves the right to update the software as needed pursuant to further analysis and review. No warranty, expressed or implied , is made by the USGS or the U .S. Government as to the functionality of the software and related material nor shall the fact of release constitute any such warranty. Furthermore, the software is released on condition that neither the USGS nor the U . S. Government shall be held liable for any damages resulting from its authorized or unauthorized use. USGS Product Names Disclaimer : Any use of trade, firm , or product names is for descriptive purposes only and does not imply endorsement by the U . S. Government. Application Version : 4. 19 . 2 StreamStats Services Version : 1 . 2. 22 NSS Services Version : 2. 3 . 2 usGs science for a changing world Study Area Storm Event Runoff Summary for 24 Hour 100 Year Precipitation (TR55) Parameters Precipitation ( inches ) : 4 . 58 Drainage Area ( square miles ) : 0 . 78 Runoff- Curve Number ( dimensionless ) : 90 Summary Peak runoff ( cubic feet per second ) : 130 Total infiltration ( inches ) : 1 . 11 Total excess precip ( inches ) : 3 . 47 Runoff hydrograph from 24 Hour 100 Year Precipitation 150 O n Discharge (ft3/ s ) OCum . precipitation ( in ) ( right axis ) 5 3 n .S 100 C3 3 at N 2 co co 50 U 1 0 0 OO. O7. OQ. OO. osr. O O O O O 7O. 77. 7Q. 70. 77. 7 7O. 7 7 79. spol. c-D7 QQ. Qti �v • O® • 00 . 00 0. O • o0 * 00 . 00 . 00 . 00 . 00 . 0 ' O V • OO V. OO • 0o ' O . 00 . 00 . 00 0. 0 . 00 . 0 0 • OO . OO . OV Time ( HH : mm ) Tabular Hydrograph Time DRNAREA P RCN Duration la S dP P - la PI Pe dPe Q 00 : 00 0 . 78 0 . 00 90 24 0 . 222 1 . 11 0 - 0 . 222 0 0 0 0 00 : 30 0 . 78 0 . 10 90 24 0 . 222 1 . 11 0 . 104 - 0 . 118 0 . 104 0 0 0 01 : 00 0 . 78 0 . 25 90 24 0 . 222 1 . 11 0 . 146 0 . 0274 0 . 145 0 . 000659 0 . 000659 0 . 663 01 : 30 0 . 78 0 . 41 90 24 0 . 222 1 . 11 0 . 16 0 . 188 0 . 134 0 . 0271 0 . 0265 26 . 6 02 : 00 0 . 78 0 . 57 90 24 0 . 222 1 . 11 0 . 163 0 . 35 0 . 106 0 . 084 0 . 0568 57 . 2 02 : 30 0 . 78 0 . 73 90 24 0 . 222 1 . 11 0 . 16 0 . 51 0 . 0833 0 . 161 0 . 0766 77 . 1 03 : 00 0 . 78 0 . 89 90 24 0 . 222 1 . 11 0 . 156 0 . 666 0 . 0669 0 . 25 0 . 0893 89 . 9 03 : 30 0 . 78 1 . 04 90 24 0 . 222 1 . 11 0 . 153 0 . 819 0 . 055 0 . 348 0 . 0979 98 . 6 04 : 00 0 . 78 1 . 19 90 24 0 . 222 1 . 11 0 . 152 0 . 971 0 . 0466 0 . 453 0 . 105 106 04 : 30 0 . 78 1 . 34 90 24 0 . 222 1 . 11 0 . 151 1 . 12 0 . 04 0 . 563 0 . 111 111 05 : 00 0 . 78 1 . 49 90 24 0 . 222 1 . 11 0 . 151 1 . 27 0 . 0351 0 . 679 0 . 116 117 05 : 30 0 . 78 1 . 65 90 24 0 . 222 1 . 11 0 . 152 1 . 42 0 . 031 0 . 8 0 . 121 121 06 : 00 0 . 78 1 . 80 90 24 0 . 222 1 . 11 0 . 151 1 . 58 0 . 0274 0 . 924 0 . 124 125 06 : 30 0 . 78 1 . 95 90 24 0 . 222 1 . 11 0 . 151 1 . 73 0 . 0245 1 . 05 0 . 127 128 07 : 00 0 . 78 2 . 10 90 24 0 . 222 1 . 11 0 . 15 1 . 88 0 . 0218 1 . 18 0 . 128 129 07 : 30 0 . 78 2 . 25 90 24 0 . 222 1 . 11 0 . 148 2 . 02 0 . 0196 1 . 31 0 . 129 130 08 : 00 0 . 78 2 . 39 90 24 0 . 222 1 . 11 0 . 146 2 . 17 0 . 0175 1 . 44 0 . 129 129 08 : 30 0 . 78 2 . 54 90 24 0 . 222 1 . 11 0 . 143 2 . 31 0 . 0157 1 . 56 0 . 128 128 09 : 00 0 . 78 2 . 68 90 24 0 . 222 1 . 11 0 . 141 2 . 45 0 . 0142 1 . 69 0 . 126 127 09 : 30 0 . 78 2 . 81 90 24 0 . 222 1 . 11 0 . 137 2 . 59 0 . 0128 1 . 81 0 . 124 125 10 : 00 0 . 78 2 . 95 90 24 0 . 222 1 . 11 0 . 134 2 . 73 0 . 0116 1 . 94 0 . 122 123 10 : 30 0 . 78 3 . 08 90 24 0 . 222 1 . 11 0 . 13 2 . 86 0 . 0106 2 . 06 0 . 12 120 11 : 00 0 . 78 3 . 20 90 24 0 . 222 1 . 11 0 . 126 2 . 98 0 . 00958 2 . 17 0 . 116 117 11 : 30 0 . 78 3 . 33 90 24 0 . 222 1 . 11 0 . 122 3 . 1 0 . 00872 2 . 29 0 . 113 114 12 : 00 0 . 78 3 . 44 90 24 0 . 222 1 . 11 0 . 118 3 . 22 0 . 00796 2 . 39 0 . 11 110 12 : 30 0 . 78 3 . 56 90 24 0 . 222 1 . 11 0 . 113 3 . 33 0 . 00722 2 . 5 0 . 105 106 13 : 00 0 . 78 3 . 66 90 24 0 . 222 1 . 11 0 . 108 3 . 44 0 . 00659 2 . 6 0 . 101 102 Time DRNAREA P RCN Duration la S dP P - la PI Pe dPe Q 13 : 30 0 . 78 3 . 77 90 24 0 . 222 1 . 11 0 . 103 3 . 54 0 . 006 2 . 7 0 . 097 97 . 7 14 : 00 0 . 78 3 . 86 90 24 0 . 222 1 . 11 0 . 0976 3 . 64 0 . 00544 2 . 79 0 . 0921 92 . 7 14 : 30 0 . 78 3 . 96 90 24 0 . 222 1 . 11 0 . 0916 3 . 73 0 . 00491 2 . 88 0 . 0867 87 . 3 15 : 00 0 . 78 4 . 04 90 24 0 . 222 1 . 11 0 . 0861 3 . 82 0 . 00445 2 . 96 0 . 0817 82 . 2 15 : 30 0 . 78 4 . 12 90 24 0 . 222 1 . 11 0 . 0797 3 . 9 0 . 00398 3 . 04 0 . 0757 76 . 2 16 : 00 0 . 78 4 . 20 90 24 0 . 222 1 . 11 0 . 0733 3 . 97 0 . 00355 3 . 1 0 . 0697 70 . 2 16 : 30 0 . 78 4 . 26 90 24 0 . 222 1 . 11 0 . 0673 4 . 04 0 . 00317 3 . 17 0 . 0642 64 . 6 17 : 00 0 . 78 4 . 32 90 24 0 . 222 1 . 11 0 . 0605 4 . 1 0 . 00278 3 . 23 0 . 0577 58 . 1 17 : 30 0 . 78 4 . 38 90 24 0 . 222 1 . 11 0 . 054 4 . 15 0 . 00243 3 . 28 0 . 0516 52 18 : 00 0 . 78 4 . 42 90 24 0 . 222 1 . 11 0 . 0472 4 . 2 0 . 00208 3 . 32 0 . 0451 45 . 4 18 : 30 0 . 78 4 . 47 90 24 0 . 222 1 . 11 0 . 0408 4 . 24 0 . 00177 3 . 36 0 . 039 39 . 3 19 : 00 0 . 78 4 . 50 90 24 0 . 222 1 . 11 0 . 0339 4 . 28 0 . 00145 3 . 39 0 . 0324 32 . 7 19 : 30 0 . 78 4 . 53 90 24 0 . 222 1 . 11 0 . 027 4 . 3 0 . 00114 3 . 42 0 . 0259 26 . 1 20 : 00 0 . 78 4 . 55 90 24 0 . 222 1 . 11 0 . 0206 4 . 32 0 . 000865 3 . 44 0 . 0197 19 . 9 20 : 30 0 . 78 4 . 56 90 24 0 . 222 1 . 11 0 . 0147 4 . 34 0 . 000611 3 . 45 0 . 014 14 . 1 21 : 00 0 . 78 4 . 57 90 24 0 . 222 1 . 11 0 . 0101 4 . 35 0 . 000418 3 . 46 0 . 00966 9 . 72 21 : 30 0 . 78 4 . 58 90 24 0 . 222 1 . 11 0 . 0055 4 . 35 0 . 000227 3 . 47 0 . 00527 5 . 3 22 : 00 0 . 78 4 . 58 90 24 0 . 222 1 . 11 0 . 00229 4 . 36 0 . 0000946 3 . 47 0 . 0022 2 . 21 22 : 30 0 . 78 4 . 58 90 24 0 . 222 1 . 11 0 . 000916 4 . 36 0 . 0000378 3 . 47 0 . 000878 0 . 884 23 : 00 0 . 78 4 . 58 90 24 0 . 222 1 . 11 0 4 . 36 0 3 . 47 0 0 23 : 30 0 . 78 4 . 58 90 24 0 . 222 1 . 11 0 4 . 36 0 3 . 47 0 0 24 : 00 0 . 78 4 . 58 90 24 0 . 222 1 . 11 0 4 . 36 0 3 . 47 0 0 24 : 30 0 . 78 4 . 58 90 24 0 . 222 1 . 11 0 4 . 36 0 3 . 47 0 0 Citations Asante, K . O . , Artan , G . A . , Pervez , S . , Bandaragoda , C . , and Verdin , J . P. , 2008 , Technical Manual for the Geospatial Stream Flow Model ( GeoSFM ) : U . S . Geological Survey Open - File Report 2007 - 1441 , 65 p . , accessed June 2016 ( https : // pubs . usgs . gov/ of/ 2007/ 1 441 / ) Colorado Department of Natural Resources , 2006 , Colorado Floodplain and Stormwater Criteria Manual , Volume 2 , 468 p . , accessed June 15 , 2016 ( http : //www2 . cde . state . co . us/ artemis/ nrmonos / nr38c862006internet/) Soil Conservation Service, United States Department of Agriculture , 1986 , Urban Hydrology for Small Watersheds , Tech . Release 55 , 164 p . , accessed October 2017 ( https : //www. nres . usda . gov/ Internet/ FSE_ DOCUMENTS/ stelprdb1044171 . pdf) USGS Data Disclaimer: Unless otherwise stated , all data , metadata and related materials are considered to satisfy the quality standards relative to the purpose for which the data were collected . Although these data and associated metadata have been reviewed for accuracy and completeness and approved for release by the U . S . Geological Survey ( USGS) , no warranty expressed or implied is made regarding the display or utility of the data for other purposes, nor on all computer systems, nor shall the act of distribution constitute any such warranty. USGS Software Disclaimer: This software has been approved for release by the U . S. Geological Survey ( USGS) . Although the software has been subjected to rigorous review, the USGS reserves the right to update the software as needed pursuant to further analysis and review. No warranty, expressed or implied , is made by the USGS or the U .S. Government as to the functionality of the software and related material nor shall the fact of release constitute any such warranty. Furthermore, the software is released on condition that neither the USGS nor the U . S. Government shall be held liable for any damages resulting from its authorized or unauthorized use. USGS Product Names Disclaimer : Any use of trade, firm , or product names is for descriptive purposes only and does not imply endorsement by the U . S. Government. Application Version : 4. 19. 2 StreamStats Report DAs Region ID : CO Workspace ID : CO20231228151737953000 Clicked Point ( Latitude , Longitude ) : 40 . 39214, - 104 . 42199 Time : 2023 - 12 - 28 09 : 17 : 58 - 0600 p Collapse All > Basin Characteristics Parameter Code Parameter Description Value Unit DRNAREA Area that drains to a point on a stream 0 . 13 square miles P arameter Code Parameter Description Value Unit 16H100Y 6 - hour precipitation that is expected to occur on average once in 100 years 3 inches O UTLETELEV Elevation of the stream outlet in feet above NAVD88 4652 feet STATSCLAY Percentage of clay soils from STATSGO 5 . 8 percent > Peak-Flow Statistics Peak-Flow Statistics Parameters [Foothills Region Peak Flow 2016 5099] P arameter Code Parameter Name Value Units Min Limit Max Limit DRNAREA Drainage Area 0 . 13 square miles 0 . 6 2850 16H100Y 6 Hour 100 Year Precipitation 3 inches 2 . 38 4 . 89 STATSCLAY STATSGO Percentage of Clay Soils 5 . 8 percent 9 . 87 37 . 5 O UTLETELEV Elevation of Gage 4652 feet 4290 8270 Peak-Flow Statistics Disclaimers [Foothills Region Peak Flow 2016 5099] One or more of the parameters is outside the suggested range . Estimates were extrapolated with unknown errors . Peak-Flow Statistics Flow Report [Foothills Region Peak Flow 2016 5099] Statistic Value Unit 50 - percent AEP flood 3 . 39 ft ^ 3 / s 20 - percent AEP flood 9 . 69 ft ^ 3 / s 10 - percent AEP flood 16 . 3 ft ^ 3 / s 4- percent AEP flood 27 . 5 ft ^ 3 / s 2 - percent AEP flood 38 . 1 ft ^ 3 / s Statistic Value Unit 1 - percent AEP flood 51 . 9 ft " 3 / s 0 . 5 - percent AEP flood 67 . 3 ft " 3 / s 0 . 2 - percent AEP flood 92 ft " 3 / s Peak-Flow Statistics Citations Kohn , M . S . , Stevens , M . R . , Harden , T. M . , Godaire , J . E . , Klinger, R . E . , and Mommandi , A . , 2016 , Paleoflood investigations to improve peak - streamflow regional - regression equations for natural streamflow in eastern Colorado , 2015 : U . S . Geological Survey Scientific Investigations Report 2016 - 5099 , 58 p . ( http : I/ dx . doi . org / 10 . 3133 / sir20165099 ) USGS Data Disclaimer: Unless otherwise stated , all data , metadata and related materials are considered to satisfy the quality standards relative to the purpose for which the data were collected . Although these data and associated metadata have been reviewed for accuracy and completeness and approved for release by the U .S . Geological Survey ( USGS) , no warranty expressed or implied is made regarding the display or utility of the data for other purposes, nor on all computer systems, nor shall the act of distribution constitute any such warranty. USGS Software Disclaimer : This software has been approved for release by the U . S. Geological Survey ( USGS) . Although the software has been subjected to rigorous review, the USGS reserves the right to update the software as needed pursuant to further analysis and review. No warranty, expressed or implied , is made by the USGS or the U .S. Government as to the functionality of the software and related material nor shall the fact of release constitute any such warranty. Furthermore, the software is released on condition that neither the USGS nor the U . S. Government shall be held liable for any damages resulting from its authorized or unauthorized use. USGS Product Names Disclaimer : Any use of trade, firm , or product names is for descriptive purposes only and does not imply endorsement by the U . S. Government. Application Version : 4. 19 . 2 StreamStats Services Version : 1 . 2. 22 NSS Services Version : 2. 3 . 2 Statistic Value Unit 20 - percent AEP flood 186 ft " 3 / s 10 - percent AEP flood 327 ft " 3 / s 4- percent AEP flood 592 ft " 3 / s 2 - percent AEP flood 863 ft " 3 / s 1 - percent AEP flood 1230 ft " 3 / s 0 . 5 - percent AEP flood 1670 ft ^ 3 / s 0 . 2 - percent AEP flood 2390 ft " 3 / s Peak-Flow Statistics Citations Kohn , M . S . , Stevens , M . R . , Harden , T. M . , Godaire , J . E . , Klinger, R . E . , and Mommandi , A . , 2016 , Paleoflood investigations to improve peak - streamflow regional - regression equations for natural streamflow in eastern Colorado , 2015 : U . S . Geological Survey Scientific Investigations Report 2016 - 5099 , 58 p . ( http : // dx . doi . org / 10 . 3133 / sir20165099 ) USGS Data Disclaimer : Unless otherwise stated , all data , metadata and related materials are considered to satisfy the quality standards relative to the purpose for which the data were collected . Although these data and associated metadata have been reviewed for accuracy and completeness and approved for release by the U . S . Geological Survey ( USGS) , no warranty expressed or implied is made regarding the display or utility of the data for other purposes, nor on all computer systems, nor shall the act of distribution constitute any such warranty. USGS Software Disclaimer : This software has been approved for release by the U . S. Geological Survey ( USGS) . Although the software has been subjected to rigorous review, the USGS reserves the right to update the software as needed pursuant to further analysis and review. No warranty, expressed or implied , is made by the USGS or the U . S. Government as to the functionality of the software and related material nor shall the fact of release constitute any such warranty. Furthermore, the software is released on condition that neither the USGS nor the U . S. Government shall be held liable for any damages resulting from its authorized or unauthorized use. USGS Product Names Disclaimer : Any use of trade, firm , or product names is for descriptive purposes only and does not imply endorsement by the U . S. Government. Application Version : 4. 19 . 2 StreamStats Services Version : 1 . 2. 22 NSS Services Version : 2. 3 . 2 Appendix D . Elevation Data Check 4 TR c .., prazt,itiaii _ , V - mniiir a it - i 0 b r ! } f i ` r' ti JI ` T ."----. y '‘..Q" I - N'" ti �' ` L. M.. �' a1' ++i � `' J0. , COLORADO SANDCOMPANYII, LLC Tli tw IaNL - ' U. �, I4 ,fir -� 'I KERSEY MINE 1� + 1 °fi4 CI al\ • ~ 'k17. 0ICtli ‘77 I _ - ,r ,ia,;, ELEVATION DATA CHECK 14atit,!k' l ill III F ( v 1 bis If • —• _ ,Iq . E YJ 'i, '•'1 . . LEGEND IND s. ! - yam} 1 ` L. dm) ~ ` — DRAINAGE NAME� � F ! A ,{ '{ ''5" ^' ' I 'd 1 - '°• ti ! I f. 4 t` __ _ y . DA# '. iry' 9'I'Yr .' it( r „k .°�. . I�' 1 ql 1 �.' a �' \..... 400 I1,•i 'r:*X, ��+1; - -`• Lam-. 1 ►4�5 r �i. - �` �l''-+y, � '�mayy ` ^' 'ly'r1, y �� •.1 I "- �- ELEVATION DATA CHECK � � '' I'•.`�3.,.1'{' — � !' — 1, { �` 4.'IF`LaL ,S, i . `5 , � ill '`` IL�I��I,TIQII'vl iiik_• _ oilt 'L '5• _1.'q, ,'1 r+ ' rte" 1' '�. _ kj�I al _ !1 lY s.' *CI tS �I '� 1 �+' /7. .- . 454 Vii: P ll P ,. IJy X14 _, N P P {1r '� �rl.III\! II `ty s. �`-- PROJECT BOUNDARY r J . la '.Y1 `, 1} ^4 •' �.r '`'!' Nikki' 1 �a t`— X '•,, J - .. r Yf • 4lY I"r y I ,ry . ,,g4i• y II ° � DRAINAGE AREA BOUNDARY I"a ieAd t 1°' • V ,/' .. .w 1/211; Il t t{I I !1 _ _ }_ �° at19p p-Y �y Allir-5I,Y"° ,4l. ryas `^I •, l` ? � rte: �" I' I rill mi. I'1 i l', . Itt ea\ `.,. 11'1-, — "h.1 r— R 4J'Lai I � ri L L ISI 1'r `� — E ly. • ti ( I, a V/,��`� 'Lti ,� fJ1l' ii '>t (IIIIIIIIIIdPht\r. �, 0 , � 4-'�. 14 1 r�}}��,I,a� L ` I 1 ' '{-+-1 ('i I�fr_ L '. - • _�:'+I 'F . ' .r ,_. Y r 1• `L� I ,.� 'gip I! '•s - ��'`ti". , L, 'Y1yll 111!' —_ ,{ . �L 1:7/.' dell- i l I . ` } ` ',4 s _I ' LLFFpaallital f �I �*, 1411" , or ,I \1/44' ' 4 , I. ,� 1: " , .. '' \lir 1 •``--.- ELEVATION IT]YIlTACHECI4 ter4 tir _ y r� tiC /1 1 '' T Il SU RtiE�' D IFFEREhICE 1'' 2, wail) -aim: .......>$1:11111/4 i COCIFILIIHATE5 IIIyAFt �fTp 1 4 L,irrII` f ti sNP-Illiii.\-1-1 --rice__....?\.„'4 " ELEVATION {FT) (Fir •55'7l `Dirt I':'�° P' . 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"1, .r IMPERVIOUS COVER i - gliki e „, 41.1 tli r i r % a - - e }s • LEGEND .r tarn n Mil .:, i• ...�ez_ C1rA f } 5{+.lt t'-ZaKwi s 1 • ` ! 1 �► , 1,1;AC DRAINAGE AREA j:AL;l I. 4 — _ s �1� IhdPERtTIQU CO'D'E={ r PROJECT BOUNDARY �+; lc r. 1 aF#AahJAr>E AREA, COIJ�IG �+R.s• II r r. re ll i iMilfri r I 1 a r M` �+ I ` ?UTFf+1LL sesi . , —,,..„..apt Ltd - • aN;r7. w t • 4 v : iii 'Nis 0.1 at �f • �►�' * - IMPERVIOUS COVER j `ate_, . ! ' • a, _ .... aDRAINAGE DRrJN?.GE AREA IAIPERW' OUy 11v PEB''fl US - J + r' 1 AREA (54M1) {AC) AREA I.At.r COVER (%J it; 1 t � ' t � - z • �, • . w ' .� rim- 7.36 t 71U.41 T_U5 0..02% s �' DA2 1.46 1017.3 0.164 0.01696 ..- . a ‘. 1 ` , , .i % . ," �' .a s, �, fi DA3 _ 0.64 409.6 0,147 0_[536% -t _ 'r I DM 0.78 499.2 0.15 0-1530% _ C„ti : 0.13 83.2 0.00 4.0096 M 4 104, 1 , Ill N, V - I ti's' I' ' --1 — r # 1'- — .0„,„__ ____ .•4i- 1 I. A 0 �. 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PIO ll-# r I - - - - ��- si--ass J _. \••,•,...t 1JSTIN-FP1\1NFRASTRUCTURE\WOREC Ill PROGRESS$\COLCRADO\COLORADO SAND WE DRAINAGE ANALYSIS'S.°'5AL aD\SAND k11NE -DWG - 1/3/24 Colorado Sand Company II, LLC Kersey Mine Drainage Analysis 4 TR c COLORADO SAND COMPANY II, LLC KERSEY MINE IMPERVIOUS COVER • 28Z, L.saa 0 21D7d =Eno DA2 LEGEND iCiil₹ : ,I"'•7&On' 1017.3A f7A�S DRAINAGE AREA (AC - IMPERVIOUS COVER PROJECT BOUNDARY DRAINAGE AREA BOUNDARY OUTFALL 71 _ IMPERVIOUS COVER DRAINAGI DRAIN _C AREA IMPERVIOUS IMPERVIOUS AREA 45QMI) (.Ac AREA'AC) COVER 4%) ` Dm. 7.30 4710.41 1.05 0.02 DA2 1.46 1 17.3 4.1611 0,015% DA3 0.64 409.6 0_147 0.036% , 'A4 3.73 499.2 0.15 0,430% I 04 ,• DAS C'.1.3 83.2 0.00 0.0Q% - 1i DA1 i .1tc:•sL r• ti DA4 499.2 AG 4 7 I DA3 . -r) s As TR c F3 2 Ai TRC ENGINEERS, INC. I4U LAt1UUk(UC.STE MS@M$TlN.TX 7875Z T 3Rl 4 4-liT10N•f•be32 (S1212J+T'54-8126 ,AUS TIN—FP t\INFRAS TRUQTURE\W0RK IN PROGRESS\D0RAD0\C0L0RAD0 SAND MINE DRAINAGE ANALY915\CIVIL *.30\SAND MINE .DWG - 1/3/24 Colorado Sand Company II, LLC Kersey Mine Drainage Analysis Appendix F . Web Soil Map 44%, TR c Silk' flap—Wield County, Colorado, Southern Part tt I r ey, Colorado Soil Map) iki . py C} e i w 546O 547 W4' 548700 54 R:17.510. €6'/ .V a'5V10 2' 3i1""Ril I +t'' 27 3a' N "Ni, • _a � r II I r I , .e. v I [TN I s. i t ?s t + �. 12 ll ill4C; s11.• !'- I,.5 9, "' I _� --- - 5 4A rid •1 1 Y 74 itfri i \ 4, li• --_ ,f. ''I 'Si — r - \i tol • !% it il - _ 4 I, y,, C\ -*- %..1 t NIL �' ` _ . r ! iI . t -',. err I\\1/2•\1\1\- 4, \ -----. i ; \ ilk� i LIII II _ _ _ IC•,16\t\ i It • -11re si Pi -_.I•' _ _ I - II', ` F . _ _ f Y• L - -It tr '1# a� `` 164-- �F l I c N . i i I \1/4t:\r • r \ ill �; �; IL -� It 1- �— - _ _ if I 5J1 J1 '•L f}, it ` . l' r. , II ". s 4 ,� I ¢ 1 1 I11 I 1 'I, '% il t 10 I 4\r" I - ' +` 1 . I : t ! 11 1 ii 8 .. I .� �• I +Y 4 , ? 1I I b. , IIc .,. , I \ i 1' b �r I i I I • , 71 .I it 'l`' 11) /{j1 , 'i- - i s I ,d \1/4\1\\I .- '.y �o • --�. ,I 4 ikkiit. - 'l I I` , ;.I ti • w� I • Y; 1t!*u/. / i I PO ' .�� Y -, ti ye�l q `�1 L1 \ `e I I I. •- 4 i 4, i 4 _ ii; y I I `It- t I.1 -; - 1 I rf M1 '.v.4 di1 ' it wt 4. • I • :t"1 $$!,!,�'' s. Y . t _ k ' 1 4 I.• I r 1 . • PI Irparki u / I, it' 1 " rs • •1 r� r sk, i ' e **III 1''II • - I 'T ... * )• 1 v :i . . s I _ _ + .. 1� ,, 6, - 4_ sue= samosa' '' : . - i, i , 4 i ti , _ bisr-r _' trek ,44 ,} ter. N. , i ! �6 , , ' '� ^�f- - '. TIt, 1 FP ---Cf 2.7 2 fir i'-. ar I % s licii" ' _ 4a2 72 2:211 li 4`A'' 543€A6 X061 's:;).i 55 Val 4-,,R.)101 L. M " 1. 1.00 itrttTte1nnB •pt 1' (11" A 17'1 - KASS A N O 350 717b 1400 21c A # Feet 0 1OOD ma) 4OC.O ‘330.3 ,, mepp_buti: yothmstaLA Oxner aiNcinatm WG584 Eche ac 41TM Zane 13N WG'984 Natural Resources Web Soil Survey 12113/2023 Conservation Service National Cooperative Soil Survey Page 1 of 3 Colorado Sand Company II , LLC Kersey Mine Drainage Analysis Soil Map--Weld County, Colorado, Southern Part (Kersey, Colorado Soil Map) MAP LEGEND MAP INFORMATION Area. or Interest (AOl) Spoil Area The soil surveys that comprise your A,Ol were mapped at Area et Interest tAOlS I :24,QUQ. a Stony Spat writs Please rely on the bar scale on each map sheet for map soil Map Unit Polygons ta stony t measurernon is. Wel Spot Still � 'I.la�►rt LinesSource of Map: Natural Resources Conservation Service ether Web Soil Survey URL: Soil Map Unit Points ` Coordinate System r : Web Mercator (EP'SQ_3BST). o s Special Line Features Spscial Poirot Features Maps from the Web Soli Survey are based on the Web Mercator for to Blowout Water Features projection, which preserves direction and; shape but distorts Streams and Canals distance and area. A projection that preserves ar€a, such as the ,=4 Borrow Pit Albers equal-area conic projection, should be used if more Transportation x Cray Spo'I accurate Calculations of distance or area are required, RSs De re sion This duct is generated from the USDA-N RCS certified data as ' a,o Interstate Highways of the version date(s) listed below. 'Gravel Pit a Us Routes Soil Survey Area: Weld County, 'Colorado, Southern Part t* Gravelly Spot Major Roads Survey Area Data: Version 22. Aug 24, 2023 Landfill Imap units are labeled asspace a$t for map scales Local Roods = f •. . Lon,.{� FI �►rw 1 :501,000 or tamer. Background Date(s) aerial images were photographed: Jun S 2021—Jun 12, 466 Marsh or swamp . eriai Photography 2021 mine or Quarry The orthophoto or other base map on whiicli the soil lines were MacellaneousWater QOM.piled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor O Perennial Water shifting ting of map unit boundaries may be evident_ Syr Rock Outcrop Saline Spot ` . " Sandy Spol e Severely Eroded Spot Sinkhole t Slide or Slip Sodic Spot I _O. Natural Resources Web Soil Survey 12113/2023 a Conservation Service. National Cooperative Soil Survey d Page 2 of 3 Colorado Sand Company II, LLC Kersey Mine Drainage Analysis 4 TR c Soil Map—Weld County, Colorado, Southern Part Kersey, Colorado Soil Map Map Unit Legend Map LIM Symbol Map Unit ( Game Acres an ,ADD Percent of AOI lihre$0910,401 OrgliP 24 Fort Collins loam , 0to3 411 0.5 C percent slopes 49 Osgood nd, 0 to 3 percent 501 0.7% A slopes 69 Valent sand, 0 to 3 percent 28.E% A slopes 70 Valent sand, 3 to 9 percent 5 ,029A 65.2% A slopes 72 Vona loamy sand, 0 to 3 3172 4.1% A peroGrt slopes 74 Vona loamy sand, 5 to g 86.5 1 . 1 % A percent slopes Totals for Area of Interest7I 3700.6 10r@. 0% ! Kim Natural Resources Web Soil &Inlay 12/1 a Conservation Boyce National Cooperative Soil Survey Page 3 of 3 Colorado Sand Company II , LLC Kersey Mine Drainage Analysis Appendix G . Win TR -55 Output 4, TR. C WinTR-20 Printed Page File Beginning of Input Data List TR20 . inp WinTR- 20 : Version 1 . 10 0 0 0 . 05 Sand mine DA1 existing SUB-AREA : DAlex Outlet 7 . 36 63 . 4 . 225 STREAM REACH : STORM ANALYSIS : 2 -Yr 1 , 8 Type II 2 5 -Yr 2 . 3 Type II 2 10 -Yr 2 . 7 Type II 2 25-Yr 3 . 4 Type II 2 50 -Yr 4 . 0 Type II 2 100 -Yr 4 . 6 Type II 2 STRUCTURE RATING : GT4ORAT1 OUTPUT : 2 0 . 05 YYYYN YYYYNN WinTR- 20 Printed Page File End of Input Data List Sand mine DA1 existing Name of printed page file : TR20 . out STORM 2 -Yr Area or Drainage Rain Gage Runoff Peak Flow Reach Area ID or Amount Elevation Time Rate Rate Identifier ( sq mi ) Location ( in ) ( ft ) ( hr ) ( cfs ) ( csm ) DAlex 7 . 360 0 . 060 17 . 33 26 . 58 3 . 61 Line Start Time Flow Values @ time increment of 0 . 267 hr ( hr ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) 12 . 256 0 . 06 0 . 30 0 . 79 1 . 59 2 . 81 4 . 55 6 . 73 14 . 124 9 . 21 11 . 83 14 . 43 16 . 92 19 . 18 21 . 16 22 .85 15 . 992 24 . 21 25 . 21 25 . 86 26 . 28 26 . 50 26 . 58 26 . 54 17 . 860 26 . 43 26 . 26 26 . 03 25 . 76 25 . 47 25 . 15 24 . 82 19 . 727 24 . 47 24 . 10 23 . 71 23 . 30 22 . 88 22 . 44 21 . 99 21 , 595 21 . 55 21 , 11 20 . 71 20 . 33 19 . 98 19 . 67 19 . 39 23 . 463 19 . 15 18 . 93 18 . 74 18 . 54 18 . 26 17 . 88 17 . 35 25 . 331 16 . 63 15 . 67 14 . 52 13 . 24 11 . 88 10 . 52 9 . 19 27 . 199 7 . 94 6 . 78 5 . 74 4 . 83 4 . 08 3 . 46 2 . 94 29 . 067 2 . 50 2 . 12 1 . 80 1 . 52 1 . 29 1 . 09 0 . 92 30 . 935 0 . 78 0 . 66 0 , 55 0 . 47 0 . 39 0 . 33 0 . 28 32 . 803 0 . 23 0 . 19 0 . 16 0 . 13 0 . 11 0 . 09 0 . 07 34 , 671 0 . 06 Area or Drainage Rain Gage Runoff Peak Flow Reach Area ID or Amount Elevation Time Rate Rate Identifier ( sq mi ) Location ( in ) ( ft ) ( hr ) ( cfs ) ( csm ) OUTLET 7 . 360 0 . 060 17 . 33 26 . 58 3 . 61 WinTR- 55 , Version 1 . 00 . 10 Page 1 12 / 29 / 2023 12 : 08 : 03 PM 4 , TR. C WinTR-20 Printed Page File Beginning of Input Data List TR20 , inp WinTR-20 : Version 1 . 10 0 0 0 . 05 mine ( continued ) DA1 existing STORM 2 -Yr SUB -AREA : DA1ex Outlet 7 . 36 63 . 4 . 225 STREAM REACH : Line Start Time Flow Values @ time increment of 0 . 267 hr ( hr ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) 12 . 256 0 . 06 0 . 30 0 . 79 1 . 59 2 . 81 4 . 55 6 . 73 14 . 124 9 . 21 11 . 83 14 . 43 16 . 92 19 . 18 21 . 16 22 . 85 15 . 992 24 . 21 25 . 21 25 . 86 26 . 28 26 . 50 26 . 58 26 . 54 17 . 860 26 . 43 26 . 26 26 . 03 25 . 76 25 . 47 25 . 15 24 . 82 19 . 727 24 . 47 24 . 10 23 . 71 23 . 30 22 . 88 22 . 44 21 . 99 21 . 595 21 . 55 21 . 11 20 . 71 2. 0 . 33 19 . 98 19 . 67 19 . 39 23 . 463 19 . 15 18 . 93 18 . 74 18 . 54 18 . 26 17 . 88 17 . 35 05 . 331 16 . 63 15 . 67 14 . 52 13 . 24 11 . 88 10 . 52 9 , 19 27 . 199 7 . 94 6 . 78 5 . 74 4 . 83 4 . 08 3 . 46 2 . 94 29 . 067 2 . 50 2 . 12 1 . 80 1 . 52 1 . 29 1 . 09 0 . 92 30 . 935 0 . 78 0 . 66 0 . 55 0 . 47 0 . 39 0 . 33 0 . 28 32 . 803 0 . 23 0 . 19 0 . 16 0 . 13 0 . 11 0 . 09 0 . 07 34 .671 0 . 06 STORM 5 -Yr WinTR-20 Version 1 . 10 Page 1 12 / 29 / 2023 12 : 06 Sand mine DA1 existing Area or Drainage Rain Gage Runoff Peak Flow Reach Area ID or Amount Elevation Time Rate Rate Identifier ( sq mi ) Location ( in ) ( ft ) ( hr ) ( cfs ) ( csm ) DAlex 7 . 360 0 . 181 15 . 59 100 . 16 13 . 61 Line Start Time Flow Values @ time increment of 0 . 267 hr ( hr ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) 12 . 125 1 . 04 3 . 94 8 . 51 15 . 19 24 . 62 36 . 85 49 . 99 13 . 993 62 . 56 73 . 75 82 . 89 90 . 46 95 . 43 98 . 60 100 . 16 15 . 861 99 . 84 97 . 51 94 . 43 91 . 45 88 . 40 85 . 35 82 . 46 17 . 729 79 . 66 76 . 85 74 . 17 71 . 69 69 . 32 67 . 08 64 . 95 19 . 597 62 . 96 61 . 01 59 . 17 57 . 40 55 . 67 54 . 00 52 . 39 21 . 465 50 . 82 49 . 34 47 . 94 46 . 66 45 . 48 44 . 40 43 . 45 23 . 333 42 . 60 41 . 85 41 . 16 40 . 51 39 . 77 38 . 86 37 . 71 25 . 200 36 . 21 34 . 31 31 . 99 29 . 34 26 . 51 23 . 62 20 . 76 27 . 068 18 . 02 15 . 48 13 . 16 11 . 10 9 . 36 7 . 92 6 . 72 28 . 936 5 . 70 4 . 84 4 . 11 3 . 48 2 . 94 2 . 49 2 . 11 30 . 804 1 . 78 1 . 50 1 , 27 1 . 07 0 , 90 0 . 76 0 . 64 32 . 672 0 . 53 0 . 45 0 . 37 0 . 31 0 . 25 0 . 21 0 . 17 34 . 540 0 . 14 0 . 11 0 . 09 0 . 07 Area or Drainage Rain Gage Runoff Peak Flow Reach Area ID or Amount Elevation Time Rate Rate Identifier ( sq mi ) Location ( in ) ( ft ) (hr ) ( cfs ) ( osm) OUTLET 7 . 360 0 . 181 15 . 59 100 . 16 13 . 61 WinTR- 55 , Version 1 . 00 . 10 Page 2 12 / 29 / 2023 12 : 08 : 03 PM 4, TR. C WinTR- 20 Printed Page File Beginning of Input Data List TR20 . inp WinTR- 20 : Version 1 . 10 0 0 0 , 05 mine ( continued ) DA1 existing STORM 5-Yr SUB-AREA : DAlex Outlet 7 . 36 63 . 4 . 225 STREAM REACH : Line Start Time Flow Values @ time increment of 0 . 267 hr ( hr ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) 12 . 125 1 . 04 3 . 94 8 , 51 15 . 19 24 . 62 36 . 85 49 . 99 13 . 993 62 . 56 73 . 75 82 , 89 90 . 46 95 . 43 98 . 60 100 . 16 15 . 861 99 . 84 97 . 51 94 . 43 91 . 45 88 . 40 85 . 35 82 . 46 17 . 729 79 . 66 76 . 85 74 . 17 71 . 69 69 . 32 67 . 08 64 . 95 19 . 597 62 . 96 61 . 01 59 . 17 57 . 40 55 . 67 54 . 00 52 . 39 21 . 465 50 . 82 49 . 34 47 . 94 46 . 66 45 . 48 44 . 40 43 . 45 23 . 333 42 . 60 41 . 85 41 . 16 40 . 51 39 . 77 38 . 86 37 . 71 25 . 20U 36 . 21 34 . 31 31 . 99 29 . 34 26 . 51 23 . 62 20 . 76 27 . 068 18 . 02 15 . 48 13 . 16 11 . 10 9 . 36 7 . 92 6 . 72 28 . 936 5 . 70 4 . 84 4 . 11 3 . 48 2 . 94 2 . 49 2 . 11 30 . 804 1 . 78 1 . 50 1 . 27 1 . 07 0 . 90 0 . 76 0 . 64 32 . 672 0 . 53 0 . 45 0 . 37 0 . 31 0 . 25 0 . 21 0 . 17 34 . 540 0 . 14 0 . 11 0 . 09 0 . 07 STORM 10 -Yr WinTR- 20 Version 1 . 10 Page 2 12 / 29 / 2023 12 : 06 Sand mine DA1 existing Area or Drainage Rain Gage Runoff Peak Flow Reach Area ID or Amount Elevation Time Rate Rate Identifier ( sq mi ) Location ( in ) ( ft ) ( hr ) ( cfs ) ( csm ) DAlex 7 . 360 0 . 315 15 . 27 195 . 12 26 . 51 Line Start Time Flow Values @ time increment of 0 . 267 hr ( hr ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) 12 . 070 2 . 60 9 . 57 20 . 13 35 . 25 56 . 29 83 . 12 110 . 81 13 . 938 136 . 08 157 . 34 173 . 42 185 . 93 192 . 35 195 . 12 194 . 69 15 . 806 190 . 39 181 . 99 172 . 75 164 . 57 156 . 69 149 . 23 142 . 46 17 . 674 136 . 09 129 . 82 124 . 00 118 . 76 113 . 83 109 . 26 104 . 98 19 . 542 101 . 06 97 . 28 93 . 80 90 . 51 87 . 36 84 . 35 81 . 50 21 . 409 78 . 73 76 . 16 73 . 72 71 . 51 69 . 47 67 . 59 65 . 96 23 . 277 64 . 49 63 . 17 61 . 98 60 . 87 59 . 67 58 . 25 56 . 51 25 . 145 54 . 30 51 . 56 48 . 19 44 . 32 40 . 14 35 . 84 31 . 58 27 . 013 27 . 46 23 . 63 20 . 13 17 . 00 14 . 32 12 . 11 10 . 27 28 . 881 8 . 72 7 . 40 6 . 28 5 . 32 4 . 50 3 . 81 3 . 22 30 . 749 2 . 72 2 . 30 1 . 94 1 . 63 1 . 37 1 . 16 0 . 97 32 . 617 0 . 82 0 . 68 0 . 57 0 . 47 0 . 39 0 . 32 0 . 26 34 . 485 0 . 21 0 . 17 0 . 13 0 . 10 0 . 08 0 . 05 WinTR- 55 , Version 1 . 00 . 10 Page 3 12 / 29 / 2023 12 : 08 : 04 PM 4 , TR. C WinTR- 2O Printed Page File Beginning of Input Data List TR2O . inp WinTR- 2O : Version 1 . 10 0 0 0 . 05 mine ( continued) DA1 existing STORM 1O -Yr SUB -AREA : DAlex Outlet 7 . 36 63 . 4 . 225 STREAM REACH : Area or Drainage Rain Gage Runoff Peak Flow Reach Area ID or Amount Elevation Time Rate Rate Identifier ( sq mi ) Location ( in ) ( ft ) ( hr ) ( cfs ) ( csm) OUTLET 7 . 360 0 . 315 15 . 27 195 . 12 26 . 51 Line Start Time Flow Values @ time increment of 0 . 267 hr ( hr ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) 12 . 070 2 . 60 9 . 57 20 , 13 35 . 25 56 . 29 83 . 12 110 . 81 13 . 938 136 . 08 157 , 34 173 . 42 185 . 93 192 . 35 195 . 12 194 . 69 15 . R06 190 . 39 181 . 99 172 . 75 164 . 57 156 . 69 149 , 23 142 . 46 17 . 674 136 . 09 129 . 82 124 . 00 116 . 76 113 . 83 109 . 26 104 . 98 19 . 542 101 . 06 97 . 28 93 . 80 90 . 51 87 . 36 84 . 35 81 . 50 21 . 409 78 . 73 76 . 16 73 . 72 71 . 51 69 . 47 67 . 59 65 . 96 23 . 277 64 . 49 63 . 17 61 . 98 60 . 87 59 . 67 58 . 25 56 . 51 25 . 145 54 . 30 51 . 56 48 . 19 44 . 32 40 . 14 35 . 84 31 . 58 27 . 013 27 . 46 23 . 63 20 . 13 17 . 00 14 . 32 12 . 11 10 . 27 28 . 881 8 . 72 7 . 40 6 . 28 5 . 32 4 . 50 3 . 81 3 . 22 30 . 749 2 . 72 2 . 30 1 . 94 1 . 63 1 . 37 1 . 16 0 . 97 32 . 617 0 . 82 0 . 68 0 . 57 0 . 47 0 . 39 0 . 32 0 . 26 34 . 485 0 . 21 0 . 17 0 . 13 0 . 10 0 . 08 0 . 05 STORM 25 -Yr WinTR- 2O Version 1 . 10 Page 3 12 / 29 / 2023 12 : 06 Sand mine DA1 existing Area or Drainage Rain Gage Runoff Peak Flow Reach Area ID or Amount Elevation Time Rate Rate Identifier ( sq mi ) Location ( in ) ( ft ) ( hr ) ( cfs ) ( csm) DAlex 7 . 360 0 . 612 15 . 15 425 . 84 57 . 86 Line Start Time Flow Values @ time increment of 0 . 267 hr ( hr ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) 11 . 948 4 . 90 19 . 68 43 . 61 77 . 57 124 . 56 184 . 89 248 . 80 13 . 816 306 . 79 354 . 29 388 . 79 413 . 27 424 . 55 425 . 84 419 . 94 15 . 684 405 . 90 382 . 83 356 . 90 333 . 89 313 . 22 294 . 18 277 . 18 17 . 552 261 . 74 246 . 93 233 . 19 220 . 97 209 . 80 199 . 54 190 . 10 19 . 420 181 . 54 173 . 48 166 . 10 159 . 30 152 . 91 146 . 89 141 . 26 21 . 288 135 . 88 130 . 84 126 . 11 121 . 81 117 . 87 114 . 23 111 . 03 23 . 156 108 . 19 105 . 64 103 . 32 101 . 20 99 . 10 96 . 73 93 . 92 25 . 023 90 . 49 86 . 33 81 . 20 75 . 17 68 . 50 61 . 51 54 . 51 26 . 891 47 . 64 41 . 18 35 . 24 29 . 85 25 . 14 21 . 21 17 . 98 WinTR- 55 , Version 1 . 00 . 10 Page 4 12 / 29 / 2023 12 : 08 : 04 PM 4 , TRC WinTR- 20 Printed Page File Beginning of Input Data List TR2 0 . inp WinTR- 20 : Version 1 . 10 0 0 0 . 05 mine ( continued) DA1 existing STORM 25 -Yr SUB -AREA : DAlex Outlet 7 . 36 63 . 4 . 225 STREAM REACH : 28 . 759 15 . 26 12 . 95 11 . 00 9 . 32 7 . 88 6 . 67 5 . 65 30 . 627 4 . 77 4 , 03 3 . 40 2 . 87 2 . 41 2 . 03 1 . 71 32 . 495 1 . 43 1 . 20 1 . 00 0 . 83 0 . 69 0 . 57 0 . 47 34 . 363 0 . 38 0 . 30 0 . 24 0 . 19 0 . 14 0 . 10 0 . 07 Area or Drainage Rain Gage Runoff Peak Flow Reach Area ID or Amount Elevation Time Rate Rate Identifier ( sq mi ) Location ( in ) ( ft ) ( hr ) ( cfs ) ( csm ) OUTLET 7 . 360 0 . 612 15 . 15 425 . 84 57 . 86 Line Start Time Flow Values @ time increment of 0 . 267 hr ( hr ) ( cfs ) ( cfs ) ( cfs ) •( cfs ) ( cfs ) ( cfs ) ( cfs ) 11 . 948 4 . 90 19 . 68 43 . 61 77 . 57 124 . 56 184 . 89 248 . 80 13 . 816 306 . 79 354 . 29 388 . 79 413 . 27 424 . 55 425 . 84 419 . 94 15 . 684 405 . 90 382 . 83 356 . 90 333 . 89 313 . 22 294 . 18 277 . 18 17 . 552 261 . 74 246 . 93 233 . 19 220 . 97 209 . 80 199 . 54 190 . 10 19 . 420 181 . 54 173 . 48 166 . 10 159 . 30 152 . 91 146 . 89 141 . 26 21 . 288 135 . 88 130 . 84 126 . 11 121 . 81 117 . 87 114 . 23 111 . 03 23 . 156 108 . 19 105 . 64 103 . 32 101 . 20 99 . 10 96 . 73 93 . 92 25 . 023 90 . 49 86 . 33 81 . 20 75 . 17 68 . 50 61 . 51 54 . 51 26 . 891 47 . 64 41 . 18 35 . 24 29 . 85 25 . 14 21 . 21 17 . 98 28 . 759 15 . 26 12 . 95 11 . 00 9 . 32 7 . 88 6 . 67 5 . 65 30 . 627 4 . 77 4 . 03 3 . 40 2 . 87 2 . 41 2 , 03 1 . 71 32 . 495 1 . 43 1 . 20 1 . 00 0 . 83 0 . 69 0 . 57 0 . 47 34 . 363 0 . 38 0 . 30 0 . 24 0 . 19 0 . 14 0 . 10 0 . 07 STORM 50 -Yr WinTR- 20 Version 1 . 10 Page 4 12 / 29 / 2023 12 : 06 Sand mine DA1 existing Area or Drainage Rain Gage Runoff Peak Flow Reach Area ID or Amount Elevation Time Rate Rate Identifier ( sq mi ) Location ( in ) ( ft ) ( hr ) ( cfs ) ( csm) DAlex 7 . 360 0 . 918 15 . 01 681 . 40 92 . 58 Line Start Time Flow Values @ time increment of 0 . 267 hr ( hr ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) 11 . 812 2 . 31 18 . 14 51 . 93 100 . 02 166 . 88 256 . 51 362 . 68 13 . 679 463 . 63 548 . 04 611 . 53 653 . 29 678 . 91 681 . 40 671 . 97 15 . 547 651 . 24 616 . 31 569 . 69 525 . 61 488 . 91 455 . 27 425 . 05 17 . 415 398 . 59 374 . 11 350 . 64 329 . 69 311 . 25 294 . 23 278 . 77 WinTR- 55 , Version 1 . 00 . 10 Page 5 12 / 29 / 2023 12 : 08 : 04 PM 4, TR c WinTR-20 Printed Page File Beginning of Input Data List TR20 . inp WinTR- 20 : Version 1 . 10 0 0 0 . 05 mine ( continued ) DA1 existing STORM 50 -Yr SUB-AREA : DAlex Outlet 7 . 36 63 . 4 . 225 STREAM REACH : 19 . 283 264 . 65 251 . 92 239 . 85 229 . 10 219 . 10 209 . 75 201 . 05 21 . 151 192 . 92 185 . 16 178 . 02 171 . 34 165 . 37 159 . 84 154 . 80 23 . 019 150 . 48 146 . 58 143 . 04 139 . 82 136 . 77 133 . 57 129 . 89 24 . 887 125 . 51 120 . 19 113 . 90 106 . 28 97 . 60 88 . 29 78 . 75 26 . 755 69 . 32 60 . 24 51 . 82 44 . 12 37 . 26 31 . 38 26 . 53 28 . 623 22 . 51 19 . 10 16 . 22 13 . 76 11 . 65 9 . 85 8 . 34 30 . 490 7 . 06 5 . 96 5 . 03 4 . 24 3 . 57 3 . 01 2 . 53 32 . 358 2 . 13 1 . 78 1 . 49 1 . 24 1 . 03 0 . 85 0 . 70 34 . 226 0 . 57 0 . 46 0 . 37 0 . 29 0 . 22 0 . 17 0 . 12 36 . 094 0 . 08 Area or Drainage Rain Gage Runoff Peak Flow Reach Area TD or Amount Elevation Time Rate RatP Identifier ( sq mi ) Location ( in ) ( ft ) (hr ) ( cfs ) ( csm ) OUTLET 7 . 360 0 . 918 15 . 01 681 . 40 92 . 58 Line Start Time Flow Values 0 time increment of 0 . 267 hr ( hr ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) 11 . $ 12 2 . 31 18 . 14 51 . 93 100 . 02 166 . $ 8 256 . 51 362 . 68 13 . 679 463 . 63 548 . 04 611 . 53 653 . 29 678 . 91 681 . 40 671 . 97 15 . 547 651 . 24 616 . 31 569 . 69 525 . 61 488 . 91 455 . 27 425 . 05 17 . 415 398 . 59 374 . 11 350 , 64 329 . 69 311 . 25 294 , 23 278 . 77 19 . 283 264 . 65 251 . 92 239 . 85 229 . 10 219 . 10 209 . 75 201 . 05 21 . 151 192 . 92 185 . 16 178 . 02 171 . 34 165 . 37 159 . 84 154 . $ 0 23 . 019 150 . 48 146 . 58 143 . 04 139 . 82 136 . 77 133 . 57 129 . 89 24 . 887 125 . 51 120 . 19 113 . 90 106 . 28 97 . 60 88 . 29 78 . 75 26 . 755 69 . 32 60 . 24 51 . 82 44 . 12 37 , 26 31 . 38 26 . 53 28 . 623 22 . 51 19 . 10 16 . 22 13 . 76 11 . 65 9 . 85 8 . 34 30 . 490 7 . 06 5 . 96 5 . 03 4 . 24 3 . 57 3 . 01 2 . 53 32 . 358 2 . 13 1 . 78 1 . 49 1 . 24 1 . 03 0 . 85 0 . 70 34 . 226 0 . 57 0 . 46 0 . 37 0 , 29 0 . 22 0 . 17 0 . 12 36 . 094 0 . 08 STORM 100 -Yr WinTR-20 Version 1 . 10 Page 5 12 / 29 / 2023 12 : 06 Sand mine DA1 existing Area or Drainage Rain Gage Runoff Peak Flow Reach Area ID or Amount Elevation Time Rate Rate Identifier ( sq mi ) Location ( in ) ( ft ) ( hr ) ( cfs ) ( csm ) DAlex 7 . 360 1 . 262 14 . 71 974 . 08 132 . 35 Line Start Time Flow Values 0 time increment of 0 . 267 hr ( hr ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) WinTR- 55 , Version 1 . 00 . 10 Page 6 12 / 29 / 2023 12 : 08 : 04 PM 4 , TR. C WinTR- 2O Printed Page File Beginning of Input Data List TR2 0 . inp WinTR- 2O : Version 1 . 10 0 0 0 . 05 mine ( continued ) DA1 existing STORM 100 -Yr SUB-AREA : DAlex Outlet 7 . 36 63 . 4 . 225 STREAM REACH : 11 . 509 0 . 12 3 . 45 26 . 53 76 , 13 146 . 40 243 . 75 373 . 85 13 . 377 527 . 96 673 . 59 794 . 14 883 . 55 940 . 41 974 . 08 973 . 59 15 . 245 956 . 06 922 . 47 868 . 71 798 . 09 731 . 76 677 . 04 627 . 25 17 . 112 582 . 79 544 . 14 508 . 58 474 . 56 444 . 33 417 . 89 393 . 57 18 . 980 371 . 60 351 . 57 333 . 66 316 . 68 301 . 70 287 . 82 274 . 92 20 . 848 262 . 96 251 . 86 241 . 26 231 . 56 222 . 47 214 . 38 206 . 89 22 . 716 200 . 03 194 . 19 188 . 92 184 , 12 179 . 75 175 . 66 171 . 45 24 . 584 166 . 67 161 . 05 154 . 32 146 . 48 136 . 92 125 . 97 114 . 14 26 . 452 101 . 96 89 . 90 78 . 22 67 . 37 57 . 43 48 . 52 40 . 84 28 . 320 34 . 51 29 . 28 24 . 85 21 . 09 17 . 90 15 . 16 12 . 82 30 . 188 10 . 85 9 . 18 7 . 76 6 . 55 5 . 52 4 . 65 3 . 91 32 . 056 3 . 29 2 . 77 2 . 32 1 . 94 1 . 62 1 . 34 1 . 11 33 . 924 0 . 91 0 . 75 0 . 60 0 , 48 0 . 38 0 . 30 0 . 22 35 . 791 0 . 15 0 . 10 0 . 06 Area or Drainage Rain Gage Runoff Peak Flow Reach Area ID or Amount Elevation Time Rate Rate Identifier ( sq mi ) Location ( in ) ( ft ) ( hr ) ( cfs ) ( cam ) OUTLET 7 . 360 1 . 262 14 . 71 974 . 08 132 . 35 Line Start Time Flow Values @ time increment of 0 , 267 hr ( hr ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) 11 . 509 0 . 12 3 . 45 26 . 53 76 . 13 146 . 40 243 . 75 373 . 85 13 , 377 527 . 96 673 . 59 794 . 14 883 . 55 940 . 41 974 . 08 973 . 59 15 . 245 956 . 06 922 . 47 868 . 71 796 . 09 731 . 76 677 . 04 627 . 25 17 . 112 582 . 79 544 . 14 508 . 58 474 . 56 444 . 33 417 . 89 393 . 57 18 . 980 371 . 60 351 . 57 333 . 66 316 . 68 301 . 70 287 . 82 274 . 92 20 . 848 262 . 96 251 . 86 241 . 26 231 . 56 222 . 47 214 . 38 206 . 89 22 . 716 200 . 03 194 . 19 188 . 92 184 , 12 179 . 75 175 . 66 171 . 45 24 . 584 166 . 67 161 . 05 154 . 32 146 . 48 136 . 92 125 . 97 114 . 14 26 . 452 101 . 96 89 . 90 78 . 22 67 . 37 57 . 43 48 . 52 40 . 84 28 . 320 34 . 51 29 . 28 24 . 85 21 . 09 17 . 90 15 . 16 12 . 82 30 . 188 10 . 85 9 . 18 7 . 76 6 . 55 5 . 52 4 . 65 3 . 91 32 . 056 3 . 29 2 . 77 2 . 32 1 . 94 1 . 62 1 . 34 1 . 11 33 . 924 0 . 91 0 . 75 0 . 60 0 . 48 0 . 38 0 . 30 0 . 22 35 . 791 0 . 15 0 . 10 0 . 06 WinTR- 20 Version 1410 Page 6 12 / 29 / 2023 12 : 06 Sand mine DA1 existing Area or Drainage Peak Flow by Storm Reach Area Alternate 2 -Yr 5 -Yr 10 -Yr 25 -Yr 5O -Yr Identifier ( sq mi ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) WinTR- 55 , Version 1 . 00 . 10 Page 7 12 / 29 / 2023 12 : 08 : 04 PM 4, TRC WinTR-20 Printed Page File Beginning of Input Data List TR24 . inp WinTR-20 : Version 1 . 10 0 0 0 . 05 mine ( continued) DA1 existing STORM 100 -Yr SUB-AREA : DAlex Outlet 7 . 36 63 . 4 . 225 STREAM REACH : DAlex 7 . 360 26 . 58 100 . 16 195 . 12 425 . 84 681 . 40 OUTLET 7 . 360 26 . 58 100 . 16 195 . 12 425 . 84 681 . 40 Area or Drainage Peak Flow by Storm Reach Area Alternate 100 -Yr Identifier ( sq mi ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) DAlex 7 . 360 974 . 08 OUTLET 7 . 360 974 . 08 WinTR-20 Version 1 . 10 Page 7 12 / 29 / 2023 12 : 06 WinTR-55 , Version 1 . 00 . 10 Page 8 12 / 29 / 2023 12 : 08 : 04 PM 4, TR. C WinTR- 55 Current Data Description --- Identification Data --- User : ML Date : 12 / 29 / 2023 Project : Sand mine Units : English SubTitle : DA1 existing Areal Units : Square Miles State : Colorado County : Weld Filename : C : \ Users \MLuna \AppData \ Roaming \WinTR-55 \ sandminedalprop . w55 --- Sub-Area Data - -- Name Description Reach Area ( mi2 ) RCN Tc DAlex Outlet 7 . 36 63 4 . 225 Total area : 7 . 36 ( mil ) --- Storm Data -- Rainfall Depth by Rainfall Return Period 2 - Yr 5 -Yr 10 -Yr 25 - Yr 50 -Yr 100 - Yr 1 -Yr ( in ) ( in ) ( in ) ( in ) ( in ) ( in ) ( in ) 1 . 8 2 . 3 2 . 7 3 . 4 4 . 0 4 , 6 1 . 5 Storm Data Source : User-provided custom storm data Rainfall Distribution Type : Type II Dimensionless Unit Hydrograph : < standard> WinTR- 55 , Version 1 . 00 . 10 Page 1 12 / 29 / 2023 12 : 09 : 23 PM 4 , TR c ML Sand mine DA1 existing Weld County , Colorado Storm Data Rainfall Depth by Rainfall Return Period 2 -Yr 5 -Yr 10 -Yr 25 - Yr 50 -Yr 100 -Yr 1 - Yr ( in ) ( in ) ( in ) ( in ) ( in ) ( in ) ( in ) 1 . 8 2 . 3 2 . 7 3 . 4 4 . 0 4 . 6 1 . 5 Storm Data Source : User-provided custom storm data Rainfall Distribution Type : Type II Dimensionless Unit Hydrograph : <standard> W►inTR- 55 , Version 1 . 00 . 10 Page 1 12 / 29 / 2023 12 : 09 : 23 PM 4, TRC ML Sand mine DA1 existing Weld County , Colorado Watershed Peak Table Sub-Area Peak Flow by Rainfall Return Period or Reach 2 -Yr 5-Yr 10 -Yr 25 -Yr 50-Yr 100 -Yr Identifier ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) SUBAREAS DAlex 26 . 58 100 . 16 195 . 12 425 . 84 681 . 40 974 . 08 REACHES OUTLET 26 . 58 100 . 16 195 . 12 425 . 84 681 . 40 974 . 08 WinTR-55 , Version 1 . 00 . 10 Page 1 12 / 29 / 2023 12 : 09 : 23 PM 4 , TR c ML Sand mine DA1 existing Weld County , Colorado Hydrograph Peak / Peak Time Table Sub-Area Peak Flow and Peak Time ( hr ) by Rainfall Return Period or Reach 2 -Yr 5-Yr 10-Yr 25 -Yr 50 -Yr 100 -Yr Identifier ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( hr ) ( hr ) ( hr ) ( hr ) ( hr ) ( hr ) SUBAREAS DAlex 26 , 58 100 . 16 195 . 12 425 . 84 681 . 40 974 . 08 17 . 33 15 . 59 15 . 27 15 . 15 15 . 01 14 . 71 REACHES OUTLET 26 . 58 100 . 16 195 . 12 425 . 84 681 . 40 974 . 08 WinTR- 55 , Version 1 . 00 . 10 Page 1 12 / 29 / 2023 12 : 09 : 23 PM 4, TR. C ML Sand mine DA1 existing Weld County , Colorado Sub-Area Summary Table Sub-Area Drainage Time of Curve Receiving Sub-Area Identifier Area Concentration Number Reach Description (m12 ) ( hr ) DA1ex 7 . 36 4 . 225 63 Outlet Total Area : 7 . 36 (mil ) WinTR- 55 , Version 1 . 00 . 10 Page 1 12 / 29 / 2023 12 : 09 : 23 PM 4 , TR. C ML Sand mine DA1 existing Weld County , Colorado Sub -Area Time of Concentration Details Sub-Area Flow Mannings ' s End Wetted Travel Identifier' Length Slope n Area Perimeter Velocity Time ( ft ) ( ft / ft ) ( sq ft ) ( ft ) ( ft / sec ) ( hr ) DAlex SHEET 100 0 . 0100 0 . 050 0 . 119 SHALLOW 1491 0 , 0067 0 . 050 0 . 314 CHANNEL 27300 2 . 000 3 . 792 Time of Concentration 4 . 225 WinTR-55 , Version 1 . 00 . 10 Page 1 12 / 29 / 2023 12 : 09 : 23 PM 4 , TR c ML Sand mine DA1 existing Weld County, Colorado Sub-Area Land Use and Curve Number Details Sub-Area Hydrologic Sub-Area Curve Identifier Land Use Soil Area Number Group (mil ) DAlex. Paved ; curbs and storm sewers A . 006 98 Desert shrub (poor ) A 7 . 354 63 Total Area / Weighted Curve Number 7 . 36 63 WinTR- 55 , Version 1 . 00 . 10 Page 1 12 / 29 / 2023 12 : 09 : 23 PM 4 , TRC WinTR- 55 Current Data Description --- Identification Data --- User : ML Date : 12 / 29 / 2023 Project : Sand Mine Units : English SubTitle : DA2 Areal Units : Square Miles State : Colorado County : Weld Filename : F : \ Work In Progress \ Colorado \ Calorado Sand Mine Drainage Analysis \Wintr55 \ DA2sar -- - Sub-Area Data - - - Name Description Reach Area ( mi2 ) RCN Tc DA2 Outlet 1 . 46 63 1 . 594 Total area : 1 . 46 ( mi2 ) -- - Storm Data -- Rainfall Depth by Rainfall Return Period 2 -Yr 5 -Yr 10 -Yr 25-Yr 50 -Yr 100 -Yr 1 -Yr ( in ) ( in ) ( in ) ( in ) ( in ) ( in ) ( in ) 1 . 8 2 . 3 2 . 7 3 . 4 4 . 0 4 . 6 1 . 5 Storm Data Source : User-provided custom storm data Rainfall Distribution Type : Type II Dimensionless Unit Hydrograph : < standard> WinTR- 55 , Version 1 . 00 . 10 Page 1 12 / 29 / 2023 12 : 11 : 44 PM TR. C ML Sand Mine DA2 Weld County , Colorado Storm Data Rainfall Depth by Rainfall Return Period 2 -Yr 5 -Yr 10 -Yr 25 -Yr 50-Yr 100 - Yr 1 -Yr ( in ) ( in ) ( in ) ( in ) ( in ) ( in ) ( in ) 1 . 8 2 . 3 2 . 7 3 . 4 4 . 0 4 . 6 1 . 5 Storm Data Source : User -provided custom storm data Rainfall Distribution Type : Type II Dimensionless Unit Hydrograph : < standard> WinTR- 55 , Version 1 . 00 . 10 Page 1 12 / 29 / 2023 12 : 11 : 44 PM 4, TR. C ML Sand Mine DA2 Weld County , Colorado Watershed Peak Table Sub-Area Peak Flow by Rainfall Return Period or Reach 2 -Yr 5 -Yr 10 -Yr 25-Yr 50-Yr 100 -Yr 1 -Yr Identifier ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) SUBAREAS DA2 6 . 44 32 . 37 70 . 10 167 . 31 275 . 96 403 . 98 1 . 69 REACHES OUTLET 6 . 44 32 . 37 70 . 10 167 . 31 275 . 96 403 . 98 1 . 69 WinTR- 55 , Version 1 . 00 . 10 Page 1 12 / 29 / 2023 12 : 11 : 44 PM 4 , TR. C ML Sand Mine DA2 Weld County , Colorado Hydrograph Peak / Peak Time Table Sub-Area Peak Flow and Peak Time ( hr ) by Rainfall Return Period or Reach 2 - Yr 5 -Yr 10 -Yr 25 -Yr 50 -Yr 100 -Yr 1 -Yr Identifier ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( hr ) ( hr ) ( hr ) ( hr ) ( hr ) ( hr ) ( hr ) SUBAREAS DA2 6 . 44 32 . 37 70 . 10 167 . 31 275 . 96 403 . 98 1 . 69 14 . 41 13 . 37 13 . 21 13 . 09 12 . 95 12 . 95 18 . 93 REACHES OUTLET 6 . 44 32 . 37 70 . 10 167 . 31 275 . 96 403 . 98 1 . 69 WinTR- 55 , Version 1 . 00 . 10 Page 1 12 / 29 / 2023 12 : 11 : 44 PM 4, TR. C ML Sand Mine DA2 Weld County , Colorado Sub-Area Summary Table Sub-Area Drainage Time of Curve Receiving Sub-Area Identifier Area Concentration Number Reach Description (mil ) ( hr ) DA2 1 . 46 1 . 594 63 Outlet Total Area : 1 . 46 ( mil ) WinTR- 55 , Version 1 . 00 . 10 Page 1 12 / 29 / 2023 12 : 11 : 44 PM 4 , TR c ML Sand Mine DA2 Weld County , Colorado Sub -Area Time of Concentration Details Sub-Area Flow Mannings ' s End Wetted Travel Identifier / Length Slope n Area Perimeter Velocity Time ( ft ) ( ft / ft ) ( sq ft ) ( ft ) ( ft / sec ) ( hr ) DA2 SHEET 100 0 . 0100 0 . 050 0 . 119 SHALLOW 914 0 . 0100 0 . 050 0 . 157 CHANNEL 9490 2 . 000 1 . 318 Time of Concentration 1 . 594 WinTR- 55 , Version 1 , 00 . 10 Page 1 12 / 29 / 2023 12 : 11 : 44 PM 4 , TR. C ML Sand Mine DA2 Weld County , Colorado Sub-Area Land Use and Curve Number Details Sub-Area Hydrologic Sub-Area Curve Identifier Land Use Soil Area Number Group ( mil ) DA2 Desert shrub ( poor ) A 1 . 46 63 Total Area / Weighted Curve Number 1 . 46 63 WinTR-55 , Version 1 . 00 . 10 Page 1 12 / 29 / 2023 12 : 11 : 44 PM TR. C WinTR- 55 Current Data Description -- - Identification Data -- - User : ML Date : 12 / 29 / 2023 Project : Sand mine Units : English SubTitle : DA3 Areal Units : Square Miles State : Colorado County : Weld Filename : F : \Work In Progress \Colorado \ Colorado Sand Mine Drainage Analysis \Wintr55 \ sandm: - -- Sub-Area Data --- Name Description Reach Area ( mi2 ) RCN To DA3 Outlet 0 . 64 63 1 . 368 Total area : . 64 ( mil ) - -- Storm Data -- Rainfall Depth by Rainfall Return Period 2 -Yr 5 -Yr 10 -Yr 25 -Yr 50 -Yr 100 -Yr 1 - Yr ( in ) ( in ) ( in ) ( in ) ( in ) ( in ) ( in ) 1 . 8 2 . 3 2 . 7 3 . 4 4 . 0 4 . 6 1 . 5 Storm Data Source : User-provided custom storm data Rainfall Distribution Type : Type II Dimensionless Unit Hydrograph : < standard> WinTR- 55 , Version 1 . 00 . 10 Page 1 12 / 29 / 2023 12 : 12 : 24 PM TR. C ML Sand mine DA3 Weld County , Colorado Storm Data Rainfall Depth by Rainfall Return Period 2 -Yr 5 -Yr 10 - Yr 25-Yr 50 -Yr 100-Yr 1 -Yr ( in ) ( in ) ( in ) ( in ) ( in ) ( in ) ( in ) 1 . 8 2 . 3 2 . 7 3 . 4 4 . 0 4 . 6 1 . 5 Storm Data Source : User-provided custom storm data Rainfall Distribution Type : Type II Dimensionless Unit Hydrograph : < standard> WinTR- 55 , Version 1 . © 0 . 10 Page 1 12 / 29 / 2023 12 : 12 : 24 PM AO Air ML Sand mine DA3 Weld County , Colorado Watershed Peak Table Sub-Area Peak Flow by Rainfall Return. Period or Reach 2 -Yr 5-Yr 10 -Yr 25 -Yr 50 -Yr 100 -Yr Identifier ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) SUBAREAS DA3 2 . 90 15 . 34 33 . 95 82 . 07 135 . 94 198 . 77 REACHES OUTLET 2 . 90 15 . 34 33 . 95 82 . 07 135 . 94 198 . 77 WinTR- 55 , Version 1 . 00 . 10 Page 1 12 / 29 / 2023 12 : 12 : 24 PM 4, TR. C ML Sand mine DA3 Weld County , Colorado Hydrograph Peak / Peak Time Table Sub-Area Peak Flow and Peak Time ( hr ) by Rainfall Return Period or Reach 2 -Yr 5 -Yr 10 -Yr 25-Yr 50 - Yr 100 -Yr Identifier ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( hr ) ( hr ) ( hr ) ( hr ) ( hr ) ( hr ) SUBAREAS DA3 2 . 90 15 . 34 33 . 95 82 . 07 135 . 94 198 . 77 14 . 15 13 . 15 13 . 01 12 . 89 12 . 84 12 .80 REACHES OUTLET 2 . 90 15 . 34 33 . 95 82 . 07 135 . 94 198 . 77 WinTR- 55 , Version 1 . 00 . 10 Page 1 12 / 29 / 2023 12 : 12 : 24 PM hAr TR. C ML Sand mine DA3 Weld County , Colorado Sub-Area Summary Table Sub-Area Drainage Time of Curve Receiving Sub-Area Identifier Area Concentration Number Reach Description ( m12 ) ( hr ) DA3 . 64 1 . 368 63 Outlet Total Area : . 64 (mil ) WinTR- 55 , Version 1 . 00 . 10 Page 1 12 / 29 / 2023 12 : 12 : 24 PM 4, TR c ML Sand mine DA3 Weld County , Colorado Sub-Area Time of Concentration Details Sub-Area Flow Mannings ' s End Wetted Travel Identifier / Length Slope n Area Perimeter Velocity Time ( ft ) ( ft / ft ) ( sq ft ) ( ft ) ( ft / sec ) ( hr ) DA3 SHEET 100 0 . 0100 0 . 050 0 . 119 SHALLOW 1249 0 , 0200 0 . 050 0 . 152 CHANNEL 7900 2 . 000 1 . 097 Time of Concentration 1 . 368 WinTR- 55 , Version 1 . 00 . 10 Page 1 12 / 29 / 2023 12 : 12 : 24 PM TR. C ML Sand mine DA3 Weld County , Colorado Sub-Area Land Use and Curve Number Details Sub -Area Hydrologic Sub-Area Curve Identifier Land Use Soil Area Number Group (mil ) DA3 Desert shrub ( poor ) A . 64 63 Total Area / Weighted Curve Number . 64 63 WinTR- 55 , Version 1 . 00 . 10 Page 1 12 / 29 / 2023 12 : 12 : 24 PM 4 , TR. C ML Sand mine DA4 Weld County , Colorado Hydrograph Peak/Peak Time Table Sub-Area Peak Flow and Peak Time ( hr ) by Rainfall Return Period or Reach 2 -Yr 5 -Yr 10 - Yr 25 -Yr 50 -Yr 100 -Yr Identifier ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( hr ) ( hr ) ( hr ) ( hr ) ( hr ) ( hr ) SUBAREAS DA4 0 . 57 +{. 2 . 79 6 . 01 14 . 24 23 . 50 2 34 . 29 14 . 46 13 . 36 13 . 30 13 . 08 13 . 05 13 . 07 REACHES OUTLET 0 . 57 2 . 79 6 . 01 14 . 24 23 . 50 34 . 29 WinTR-55 , Version 1 . 00 , 10 Page 1 12 / 29 / 2023 12 : 13 : 20 PM 4 , TR. C WinTR- 55 Current Data Description -- - Identification Data --- User : ML Date : 12 / 29 / 2023 Project : Sand mine Units : English SubTitle : DA5 Areal Units : Square Miles State : Colorado County : Weld Filename : C : \ Users \MLuna \AppData \Roaming\WinTR-55 \ sandmineda5 . w55 - - - Sub-Area Data --- Name Description Reach Area ( mi2 ) RCN Tc DA5 Cutlet 0 . 13 63 . 664 Total area : . 13 ( mi2 ) - - - Storm Data -- Rainfall Depth by Rainfall Return Period 2 - Yr 5 -Yr 10 - Yr 25 -Yr 50 -Yr 100 -Yr 1 -Yr ( in ) ( in ) ( in ) ( in ) ( in ) ( in ) ( in ) 1 . 8 2 . 3 2 . 7 3 . 4 4 . 0 4 . 6 1 . 5 Storm Data Source : User-provided custom storm data Rainfall Distribution Type : Type II Dimensionless Unit Hydrograph : <standard> WinTR- 55 , Version 1 . 00 . 10 Page 1 12 / 29 / 2023 12 : 14 : 10 PM IIIT Ar WinTR- 55 Current Data Description - -- Identification Data - -- U ser : ML Date : 12 / 29 / 2023 P roject : Sand mine Units : English SubTitle : DA5 Areal Units : Square Miles State : Colorado County : Weld Filename : C : \ Users \MLuna \ AppData \ Roaming\WinTR- 55 \ sandmineda5 . w55 Luna \ AppData \ Roaming\WinTR- 5 :5 \ sandmineda5 . w55 - - - Sub-Area Data - - - N ame Description Reach Area ( mi2 )2 ) RCN Tc DA5 Outlet 0 . 13 63 . 664 Total area : . 13 ( m12 ) - -- Storm Data - - Rainfall Depth by Rainfall Return Period 2 -Yr 5-Yr 10 - Yr 25-Yr 50 -Yr 100 -Yr 1 - Yr ( in ) ( in ) ( in ) ( in ) ( in ) ( in ) ( in ) 1 . 8 2 . 3 2 . 7 3 . 4 4 . 0 4 . 6 1 . 5 S torm Data Source : User-provided custom storm data Rainfall Distribution Type : Type II Dimensionless Unit Hydrograph : < standard> W inTR- 55 , Version 1 . 00 . 10 Page 1 12 / 29 / 2023 12 : 14 : 10 PM 4 , TR c ML Sand mine DA5 Weld County , Colorado Storm Data Rainfall Depth by Rainfall Return Period 2 -Yr 5 -Yr 10 -Yr 25 -Yr 50 -Yr 100 -Yr 1 -Yr ( in ) ( in ) ( in ) ( in ) ( in ) ( in ) ( in ) 1 . 8 2 . 3 2 . 7 3 . 4 4 . 0 4 . 6 1 . 5 Storm Data Source : User-provided custom storm data Rainfall Distribution Type : Type II Dimensionless Unit Hydrograph : < standard> WinTR- 55 , Version 1 . 00 . 10 Page 1 12 / 29 / 2023 12 : 14 : 10 PM 4 , TR. C ML Sand mine DA5 Weld County , Colorado Watershed Peak Table Sub -Area Peak Flow by Rainfall Return Period or Reach 2 -Yr 5-Yr 10 -Yr 25 -Yr 50 -Yr 100 - Yr Identifier ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) ( cfs ) SUBAREAS DA5 0 . 64 4 . 54 10 . 95 27 . 85 46 . 72 68 . 46 REACHES OUTLET 0 . 64 4 . 54 10 . 95 27 . 85 46 . 72 68 . 46 WinTR- 55 , Version 1 . 00 . 10 Page 1 12 / 29 / 2023 12 : 14 : 10 PM 4 , TR c ML Sand mine DA5 Weld County , Colorado Sub-Area Summary Table Sub-Area Drainage Time of Curve Receiving Sub-Area Identifier Area Concentration Number Reach Description ( mil ) ( hr ) DA5 . 13 0 . 664 63 Outlet Total Area : ( mi2 ) WinTR- 55 , Version 1 . 00 . 10 Page 1 12 / 29 / 2023 12 : 14 : 10 PM 4, TR. C ML Sand mine DA5 Weld County , Colorado Sub-Area Time of Concentration Details Sub-Area Flow Mannings ' s End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time ( ft ) ( ft / ft ) ( sq ft ) ( ft ) ( ft / sec ) ( hr ) DA5 SHEET 100 0 . 0100 0 . 050 0 . 119 SHALLOW 1655 0 . 0120 0 . 050 0 . 260 CHANNEL 2051 2 . 000 0 . 285 Time of Concentration . 664 WinTR- 55 , Version 1 . 00 . 10 Page 1 12 / 29 / 2023 12 : 14 : 10 PM 4 , TR. C ML Sand mine DA5 Weld County , Colorado Sub-Area Land Use and Curve Number Details Sub-Area Hydrologic Sub-Area Curve Identifier Land Use Soil Area Number Group ( mil ) DA5 Desert shrub ( poor ) A . 13 63 Total Area / Weighted Curve Number . 13 63 WinTR- 55 , version 1 . 00 . 10 Page 1 12 / 29 / 2023 12 : 14 : 10 PM Exhibit 22 Page 6 EXHIBIT 22 -2 CERTIFICATE OF COMPLIANCE Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: • . Weld County Drainage Code J861 _ Certificate of Compliance • ,,\ Weld County Case Number: , Parcel Number: See attachment S1 /4 of Section 34 , T06N R63W of 6th Principal Meridian Legal Description , Section/Township/Range : Section 2, 3 , 10, 11 , 14, 15, T05N R63W of 6th Principal Meridian Date : Octoberl , 2024 I Dustin Krajewski , Consultant Engineer for Colorado Sand Company II , LLC (Applicant) , understand and acknowledge that the applicant is seeking land use approval of the case and parcel in the description above . I have designed or reviewed the design for the proposed land use set for in the application . I hereby certify , on behalf of the applicant , that the design will meet all applicable drainage requirements of the Weld County Code with the exception of the variance (s) described on the attached exhibits . This certification is n • ...................... .. .. ... .... either expressed or implied . ,I , , ". . ., ,,, eEngineer's Stamp : ® Li "I?ol .t. ,.44sta --- 4 so : 4Q AAP- zelsew, - = •"- 4A1 / /- Engineer of Record Signature -_ g g-sit:a.? -7C? Variance Re i"sa4t. APPli •• 1 . Describe the hardship for which the variance is being r = '' t,i to. NSW%' 2 . List the design criteria of the Weld County Code of which a variance is being requested . 3 . Describe the proposed alternative with engineering rationale which supports the intent of the Weld County Code . Demonstrate that granting of the variance will still adequately protect public health , safety , and general welfare and that there are no adverse impacts from stormwater runoff to the public rights-of-way and/or offsite properties as a result of the project . Please refer to the Stormwater Detention Pond Exemption Summary and Grading Permit Exemption Summary in Exhibit 22 : Drainage Report. Planning Director/Designee Review ; If Applicable) Planning Director/Designee Name Signature Date of Signature Approved Denied Comments : Department of Planning Services I Development Review 11402 N 17th Avenue, PO Box 758, Greeley, CO 80632 I Ph : 970-400-6100 07/22 www.weld .gov/government/departments/planning-and-zoning/development-review 22 12/ 15/2021 _ Weld County Drainage Code -;-...*cfsei.,_ Certificate of Compliance ! A = r 1 .I Weld County Case Number: ' AA e Parcel Number: See attachment S1 /4 of Section 34 , TO6N R63W of 6th Principal Meridian Legal Description , Section/Township/Range : Section 2, 3, 10 , 11 , 14, 15 , TO5N R63W of 6th Principal Meridian Date : Octoberl , 2024 I Dustin Krajewski , Consultant Engineer for Colorado Sand Company II , LLC (Applicant) , understand and acknowledge that the applicant is seeking land use approval of the case and parcel in the description above . I have designed or reviewed the design for the proposed land use set for in the application . I hereby certify , on behalf of the applicant, that the design will meet all applicable drainage requirements of the Weld County Code with the exception of the variance (s) described on the attached exhibits . This certification is no a . uarantee or warranty either expressed or implied . Engineer's Stamp : Q®L._ del"..04 E 0. "Ask — 4 O . 44, i0 el z A72 re . • "• �'0 g • Engineer Record Sig nature J , • / ' Variance Re •'s,- .j_ A 0 9 1 . Describe the hardship for which the variance is being r =:�- ,r,N♦l:�. °• en.... 2 . List the design criteria of the Weld County Code of which a variance is being requested . 3 . Describe the proposed alternative with engineering rationale which supports the intent of the Weld County Code . Demonstrate that granting of the variance will still adequately protect public health , safety , and general welfare and that there are no adverse impacts from stormwater runoff to the public rights-of-way and/or offsite properties as a result of the project . Please refer to the Stormwater Detention Pond Exemption Summary and Grading Permit Exemption Summary in Exhibit 22 : Drainage Report. Planning Director/Designee Review ( If Applicable Planning Director/Designee Name Signature Date of Signature Approved Denied Comments : Department of Planning Services I Development Review 11402 N 17th Avenue, PO Box 758, Greeley, CO 80632 ( Ph : 970-400-6100 07/22 www.weld .gov/government/departments/planning-and-zoning/development-review 22 12/15/2021 Exhibit 22 Page 7 EXHIBIT 22 -3 STORMWATER DETENTION POND EXEMPTION SUMMARY Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: STORMWATER DETENTION POND EXEMPTION SUMMARY The purpose of this summary is to provide drainage information for Colorado Sand Company II, LLC ' s (CSC) proposed Kersey Mine in Weld County, Colorado . The proposed Kersey Mine is to be an industrial sand mining and processing operation located in unincorporated Weld County approximately 13 miles east of the US Route 85 and 6 . 5 miles east-northeast of the Town of Kersey on the Wells Ranch lands. The Permit Area consists of 4,018 acres of privately owned property encompassing Township 5 North, Range 63 West, Sections 2, 3 , 10, 11 , 14, and 15 , plus the south quarter of Township 6 North, Range 63 West, Section 34 (See Exhibit 9-1 : Extraction Plan) . Sand will be mined from the area west and south of the process plant at an average depth of approximately 30 feet, for a duration of approximately 20 years after mine commencement. Sand will be mined from an open-cut pit by a hydraulic excavator and/or front-end loader, loading to articulated haul trucks, for subsequent transport to a run-of-mine stockpile. Stockpiled materials will then be introduced to the "wet plant" which will utilize a mechanical separation process (freshwater wash) to produce an interim product that will be temporarily stockpiled to allow for drain down (decant) . Decanted material will be loaded via front-end loader to the "dry plant" for further drying, and then into a covered dry storage finished product building. From there, it will be transferred by front-end loader to belts that will convey the end product to silos atop truck loadout facilities. The material will then be dropped into trucks that will carry the material off site. Exhibit 9-4 : Grading Plan, shows the process plant area and the planned mining extents for operation. Exhibit 38 : DBMS Application contains plan drawings submitted to the Colorado Division of Reclamation, Mining, and Safety (DRMS) (Permit No . M-2024026) , that depict the mine plan for the lifetime of the mining operation (Exhibit D-2 : Mine Plan) and the reclamation plan (Exhibit F-1 : Reclamation Plan Map) . The mine and plant facilities have been designed to jointly operate as "zero-discharge" facilities, with virtually all footprint or "disturbed area" drainage being directed to the pits. Initial infrastructure establishment will be subject to a Colorado Department of Public Health and Environment (CDPHE) Construction Storm-water Management Plan and Permit which will entail interim control measures that will restrict/control stormwater run-on/run-off. During plant operations drainage or run-off from the plant area will flow toward the holding cells and eventually into an active mining pit starting in Year 7 . All run-off will seep into the high infiltration soil present throughout the entire permit area. All plant operations will be fully contained and will employ maximum recycling of all process waters within the process circuit. The run-on/run-off potential for the overall Permit Area, as designed, is essentially zero . The Kersey Mine pit will be a "progressive pit", in that it will expand overland in the direction of advance and at an estimated annual rate. Accordingly, the ever-increasing pit void that will be developed by extraction of the industrial sand commodity will establish an (ever-increasing in areal extent) localized depression which will function as an infiltration zone for footprint area precipitation, negating any requirement for traditional drainage design and/or management considerations. The areas exterior to the actively -worked mine face will be largely left intact until immediately prior to pre-stripping (in advance of the next annual mine block progression), during which "best practice" drainage control measures will be deployed on a localized basis (as per the operation' s stormwater management plan), with any drainage or run-off emanating from disturbed or affected areas being directed into an active pit area. Similarly, the post-mining topography will reflect the elevation reduction introduced by mining activity (typically on the order of 25 to 30 feet), and virtually all Permit Area drainage will thereafter be accommodated via infiltration within the full extent of the mined- out area. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Access roads will be constructed within the Permit Area adjacent to the mine pit and stormwater from access roads will be routed directly into the adjacent mine pit. Although earthen berms surround the mine pit for safety, conveyance paths will be installed to allow localized internal Site drainage to flow into the pit. No active dewatering of, or discharge from, the pit is anticipated. CSC acknowledges that, under infrequent circumstances, minor temporary accumulations may occur within actively-worked pit areas that may inhibit operations. In such situations, in-pit passive drainage pathways or other methods may be utilized (as necessary) to re-route or otherwise convey excess drainage volumes to other, less- utilized areas of the pit. Sec. 8-11-40, Subpart I, Exception 6 information : ( 1 ) Any existing and proposed improvements to the property. The land within the permit area boundary is predominantly used as rangeland and for oil and gas development. Several active oil and gas wells within the permit area boundary are accessed periodically . Existing Improvements o Oil & Gas Wells o Chain Link Fences o Dirt Roads o Oil & Gas pipelines o Oil & Gas related buildings/structures Proposed Improvements o Wet Sand Mine Plant o Dry Sand Mine Plant o Office buildings associated with mine plants & septic system o Roads/Parking lots associated with the mine plant (2) The exception being requested for consideration. Exception 6. ` Gravel pits if the stormwater drains into the gravel pit. ' As stated above, all Site stormwater will drain into the pit. No dewatering of the pit is anticipated. Topographical information is provided in the Vicinity Map, Process Plant & Facilities Layout Plan, and Plant Site Grading Plan included in the USR permit application. (3 ) Where the water originates if it flows onto the property from an off-site source. The Permit Area is located south of County Road (CR) 68, east of Greeley Colorado, west of the Weld/Morgan County line, and south of the South Platte River. The watershed also starts south of CR 68, about 4,500 ft north and west of the Permit Area. This is the western section of Hydrologic Unit Code (HUC) 12 Seventy Ranch 10190031001 . (4) Where the water flows as it leaves the property. A detailed assessment of the Permit Area drainage is provided in the Drainage Analysis (Exhibit 22-1) . Five drainage sections (DA1 DA5) were delineated across the Permit Area. The surface flow across these drainage Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: sections was evaluated to compare pre- and post-mine development flows. In conclusion, the differences between existing and proposed flows are negligible. Any potential offsite runoff would not affect water levels of the South Platte River and would not impact flow. To further mitigate the potential for offsite runoff, swales, and culverts were designed for a 100 -year storm event and will be constructed during mine development to re-route water runoff from impervious surfaces into the mine pits. Additionally , the area is a sandy soil area and infiltration is very high, therefore, no stormwater from the mined area will leave the property . In the case of the 100 -year storm event storm water outside the mine area but within the Permit Area may run off the property . In that extreme case, for the Drainage Area (DA) 2 area, the flow would enter and leave on the northeastern portion of the property . The flow from DA2 would flow into a low area and eventually meet up with the flows from the other areas. Flows for DA1 , DA3 , DA4, and DA5 in that same extreme storm event flow southeast and leave the property on the southern end. DA1 , DA3 , DA4, and DA5 all meet about 3 ,000 ft south of the Permit Area boundary . Another mile downstream of this point, the water from DA2 meets with the flow from all the other drainage areas. The combined flow patterns intersect with the South Platte River in an additional 8 ,000 feet. (5) The direction of flow across the property. The flows generally run from North to Southeast across the Permit Area. The property is generally hydrologic soil group A which is sand, loamy sand, or sandy loam types of soils. This type of soil has low runoff potential and high infiltration rates even when thoroughly wetted. The soil consists chiefly of deep, well to excessively drained sands or gravels and has a high rate of water transmission. The change in the impervious cover is an increase of 0.056% so it is unlikely to cause any issues such as flooding or erosion. Exhibit 9-4 : Grading Plan shows drainage from the process plant area will flow into the into the mine pits. The water will seep into the high-filtration soil present throughout the entire Permit Area. Exhibit 38: DRMS Application contains plan drawings submitted to the DRMS (Permit No . M-2024026), that depict the mine plan (Exhibit D-2) for the lifetime of the mining operation. (6) Previous drainage problems with the property, if any. None noted or observed. (7) The location of any irrigation facilities adjacent to or near the property. Based on the 2023 aerial imagery , the closest irrigation facility is a center pivot agriculture field that is approximately two miles east of the Permit Area. This irrigation well is not in the same watershed as the Permit Area and would not be disturbed or affected by the proposed mining operation. Any additional information pertinent to the development. The Permit Area is very large . Compared to the Permit Area as a whole, the impervious coverage of the property will not change greatly . The soil of the area is very sandy which also limits the runoff of the area. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Exhibit 22 Page 8 EXHIBIT 22 -4 GRADING PERMIT EXEMPTION SUMMARY Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: GRADING PERMIT EXEMPTION SUMMARY The purpose of this summary is to provide information for Colorado Sand Company II, LLC ' s (CSC) proposed Kersey Mine in Weld County, Colorado . The proposed Kersey Mine is to be an industrial sand mining and processing operation located in unincorporated Weld County approximately 13 miles east of the US Route 85 and 6 . 5 miles east-northeast of the Town of Kersey on the Wells Ranch lands. The Permit Area consists of 4,018 acres of privately owned property encompassing Township 5 North, Range 63 West, Sections 2, 3 , 10, 11 , 14, and 15 , plus the south quarter of Township 6 North, Range 63 West, Section 34 (See Exhibit 9-1 : Extraction Plan) . Sand will be mined from the area west and south of the process plant, at an average depth of approximately 30 feet, for approximately 20 years after mine commencement. Sand will be mined from an open-cut pit by a hydraulic excavator and/or front-end loader, loading to articulated haul trucks, for subsequent transport to a run-of-mine stockpile. Stockpiled materials will then be introduced to the "wet plant," which will utilize a mechanical separation process (freshwater wash) to produce an interim product that will be temporarily stockpiled to allow for drain down (decant) . Decanted material will be loaded via front -end loader to the "dry plant" for further drying, and then into a covered dry storage finished product building. From there, it will be transferred by means of a front-end loader to belts that will convey the end product to silos atop truck loadout facilities. The material will then be dropped into trucks that will carry the material off site. Exhibit 9-4 : Grading Plan, shows the process plant area and the planned mining extents for operation. Exhibit 38 : DBMS Application contains plan drawings submitted to the Colorado Division of Reclamation, Mining, and Safety (DRMS) (Permit No . M-2024026), that depict the mine plan for the lifetime of the mining operation (Exhibit D-2 : Mine Plan) and the reclamation plan (Exhibit F-1 : Reclamation Plan Map). The Kersey Mine pit will be a "progressive pit," in that it will expand overland in the direction advance and at an estimated annual rate. Accordingly, the ever-increasing pit void that will be developed by extraction of the industrial sand commodity will establish an (ever-increasing in areal extent) localized depression which will function as an infiltration zone for footprint area precipitation, negating any requirement for traditional drainage design and/or management considerations. The areas exterior to the actively-worked mine face will be largely left intact until immediately prior to pre-stripping (in advance of the next annual mine block progression) . The post-mining topography will reflect the elevation reduction introduced by mining activity (typically on the order of 15 to 25 feet) . Access roads will be constructed within the Permit Area adjacent to the mine pit and will be utilized for hauling material from pits to mine plant. Section 8-12-30.D Exemptions Information: Land disturbance or excavations in accordance with plans incorporated in a mining permit, reclamation plan or sanitary landfill approved by the County . However, a Grading Permit may be required for over one ( 1 ) acre of ground disturbed for the construction of roads, driveways, buildings, parking areas, accesses, drainage facilities, landscaping, or other construction not directly in the mined area or landfill. The proposed Kersey Mine will operate under the jurisdiction of a DRMS 112 Permit, USR Permit (including a grading plan), and State of Colorado Discharge Elimination System Construction Stormwater (CDPHE) Permit. The CDPHE Construction Stonnwater Permit specifically addresses construction activities within the operational segment of the project area, as outlined in the DRMS and USR permit applications. Per Weld County Code, Section 8 - 12-30 .D Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised : Exemptions, the Grading Permit, as outlined in Section 8 - 12- 10, is not required to initiate the land disturbance activities if plans that serve the same purpose of evaluating proposed erosion and sediment control practices to mitigate potential damages resulting from construction activities are approved by the county . Both CSC and TRC affirm that the DBMS and USR permits, alongside the CDPHE Construction Stormwater Permit, encompass the essential plans, details, and assurances necessary for implementing effective control measures to prevent erosion, sediment movement, and stormwater runoff throughout the construction phase. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised : Exhibit 22 Page 9 EXHIBIT 22 -5 CONSTRUCTION DRAWINGS Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: C :\PWWORKING -TRD\D0753925\22-4 CONSTRUCTION DRAWINGS. DWG - 10/1/24 r o — '• l •r • d^ia O MINE ENTRANCE GATE ( NOTE 3 ) rn 4765 NATURAL GAS PIPELINE . �� PDC ENERGY , INC . ( �JV II • 1' . V � � `r0 S 83 /11 4750 srj�s 50 ' PIPELINE EASEMENT , DUKE ENERGY FIELD SERVICES LP . REC . NO . 3260959 PERMIT AREA BOUNDARY 413 � v �� PERMIT AREA BOUNDARY 4745 PIT LIMIT - - �_ - 83 17 • RECEIVER SITE EASEMENT b � EXIT ROAD - • • - - DUKE ENERGY FIELD SERVICES LP ENTRY ROAD MINE EXIT GATE REC . NO . 3077377 � :� ( NOTE 3 )T9HHH SALES/ LOAD-OUT ROAD SWALE ENTRY ROAD SWALE , EXIT ROAD SWALE - 4715 4710 �S O _ 4720 '4EXIT ROAD CULVERT 47304725 4,4 i35 �, � � � .o 474 4740 ^ - �,4750 5 18 "T HDPE StiL� _ ---, � 4760 4755 ii SWALE FROM CULVERT . . . . . . AMINE OFFICE o � � PROCESS DISCARD 4706.63 STOCKPILE ( PDS ) : 60 ACRES 4704. 05 PROCESS PLANT AREA SEE EXHIBIT 9 - 7 :p / 19 57 41 83 ✓� PIT LIMIT 4705 . 5 ` 4703 . 02 4>�S o 1 WELL PERMIT 2 50 PIPELINE EASEMENT / � 9'• r �' . .. � DUKE ENERGY FIELD SERVICES LP NUMBER 3738 ` Ilrll ITT 11 I ' REC . NO . 3260959 (SEE NOTE 2 ) \\ \ �� II II � I HHHHHH I .1 BREAKROOM 7 .0 . 1p O. �, 4700. 85 1 , 4700 . 57 III it i ' . . . . . . . . . - E = �- . . � _ ILI III. II -'� \ JwUcJ4� .,; o D I . �' ` � j( 4696 . 50 699 . 90 4700. 00 41 83or 57 - 19 17 '_ SO. / o I 50 ' PIPELINE EASEMENT . 50 ' PIPELINE EASEMENT / / , , �� ' C DUKE ENERGY FIELD SERVICES LP REC . NO . 3260959 � � ', DUKE ENERGY FIELD SERVICES LP � v ;, ° REC . NO . 3077377 NATURAL GAS PIPELINE � UEL STATION o DCP MIDSTREAM , LP ® 4696 . 00 , Iwl rn rn rn \ 4696, 10 I l \ I 4691. 36 - 4693 . 68 \ SECTION 2 T5N R63W X69 • WELLS RANCH c ` 4697 . 74 ; PLANT PAD SWALE LONG TERM GROWTH I f HOLDING CELLS 5 . 0 : 1 MEDIUM STOCK PILE i s 4687. 00 ( TS- 1 ) : 21 ACRES III IIII 9 -3 . 6 : 1 4693 . 33 a III 4687 . 23 0SQL 0SL i7L rn � \ SZL 0£ L S £ L o . 2 : -5 . 6 : 1 O . ( . .00L S0L OIL ThyN ado \ 69 $ 69 Q 3 .0:1 SILV ROM ( PROCESS HC- 2 468 S89 U . 0ILV FEEDSTOCK ) STOCKPILE : L SOLb 9 ACRES HC 1WWALE TO PIT _ _ �S - OOL17 S - _ O69V 89i� g9� 82A — — GAS _ o ' fl 39 18 99 , O RECEIVER SITE ! , , 57 19 DUKE ENERGY FIELD SERVICES LP ... . .. ... ... 5 .> -__ \ 41 83 PIT LIMIT REC . NO. 3077384 / _ � � \ \ 50 PIPELINE EASEMENT 41 83 PIT LIMIT DUKE ENERGY FIELD SERVICES LP �'6> RECEIVER SITE EASEMENT o \ l REC . NO . 3260959 / 1 DUKE ENERGY FIELD SERVICES LP . . f1T1( r" T ) REC . NO . 3260959. . . . ... . . Q6, / / r � " ' 0 39 99 18 .,, II 50 ' PIPELINE ROW I PIT LIMIT ([ a - DUKE ENERGY FIELD SERVICES LP I •,r, REC . NO . 3077384 Gj w o (n io ruO •I 1-, 1 -� - t O 4 �, �' INITIAL GROWTH MEDIUM = o 0 t SL9V 4680 '-, 11 �� I , STOCKPILE (TS-0 ) XX ^4670 � \y t J Y m 1 124 90 ( SEE NOTE 4 ) /7 a'� NATURAL GAS PIPELINE 40' PIPELINE ROW 12 ACRES V� sy NOBLE MIDSTREAM SERVICES LLC 0 6`Ss� �� COLORADO RIVER DEVCO LP \ . REC . NO . 4201578 - 501 ti .° NATURAL GAS PIPELINE C� T6 � � 46S$ DCP MIDSTREAM , LP 46S sr� o u s I sss SOUTHWEST ` o O __ r J a PIT LIMIT s O1 o { PI1 • l Q o o INDEX MAP : NOTES : LINETYPE LEGEND : SYMBOL LEGEND : .l . _ 1 . MINING , PLANT OPERATIONS, PROCESSING , OFFICES AND REPAIR FACILITIES PROPOSED EDGE OF ROAD FLOW ARROWS MAY OPERATE TWENTY- FOUR ( 24 ) HOURS PER DAY, WITHOUT RESTRICTION PROPOSED EQUIPMENT PER BOARD OF COUNTY COMMISSIONERS APPROVAL. THE FACILITY MAY I OPERATE SEVEN ( 7 ) DAYS PER WEEK, YEAR- ROUND . MAJOR PROPOSED CONTOUR REINFORCED CEMENT CONCRETE 2 . EXISTING WELLTO BE PLUGGED AND ABANDONED FOR MINE SEQUENCE AREA . 3 . VISITOR ACCESS TO MINE SHALL BE LIMITED BY WELLS RANCH GUARD SHACK MINOR PROPOSED CONTOUR • AND SECURITY GATES AT MINE ENTRANCE/ EXIT. OE OE EXISTING OVERHEAD ELECTRIC PROPOSED GATE " '" 4 . TS-0TO BE USED IN RECLAMATION BY THE END OF YEAR 6 . BUILDING 5 . CONTOUR INTERVAL = 1 FT. ° PROPOSED GRAVEL SECTION DIVIDE o , OIL AND GAS WELL SYMBOL LEGEND : PERMIT AREA BOUNDARY .. . . . . - — SECTION QUARTERS PROPOSED HAUL ROAD . . 0 WELL ABANDONED LOCATION x x x x EXISTING FENCE WELL - SHUT IN — x x x - x — DEMO FENCE 0. WELL - CONSTRUCTED WATER EXISTING ROADWAY • WELL - PLUGGED AND ABANDONED j - GAS G.AS Gas EXISTING UNDERGROUND GAS y� SLOPE LABLE • WELL - PRODUCING - GAS GAS GASeS DEMO GAS — EXISTING EASEMENT ✓ c • WELL TEMPORARILYABANDONED — — — — — — — DEMO EASEMENT NO BUILD/ TORAGE AREA S SCALE 1 " = 300 ' • DESIGN BY : GWALDIE NO. REVISION DATE EXHIBIT COLORADO SAND COMPANY II , LLC 22 _ C� DRAWN BY : EPENATE INTERIM REVIEW OCTOBER v KERSEY MINE DOCUMENTS CHECKED BY: DKRAJEWSKI 2024 NOT INTENDED FOR SHEET CONSTRUCTION DRAWINGS SITE DRAINAGE TRC ENVIRONMENTAL CORP . SCALE : 1 " = 3001-0 ' CONSTRUCTION OR BIDDING 1526 COLE BLVD . SUITE 150 LAKEWOOD, CO 80401 PURPOSES 01 CO FIRM REGISTRATION #19871071644 JOB NUMBER: 535891 ( 303 ) 439 -5059 Exhibit 30 Page 1 EXHIBIT 30 DUST ABATEMENT PLAN A Dust Abatement Plan will be needed as determined by Environmental Health. Operation Standards Section 23-2-250: An applicant for a Special Review Permit shall demonstrate conformance with the following operation standards in the Special Review Permit application to the extent that the standards affect location, layout, and design of the Use by Special Review prior to construction and operation. Once operational, the operadon of the USES permitted shall conform to these standards. (a) The operation of the uses shall comply with the air quality regulations promulgated by the Colorado Air Quality Control Commission. The Kersey Mine will comply with the following Particulate Emissions Control Measures as required by the Air Quality Control Commission Regulation Number 1 , III.D . (b) Mining Processing Activities Visible emissions are not to exceed 20% opacity and no off-property transport of visible emissions shall occur per rule III.D. 2 .d. (iii) . To minimize dust during processing, third-party over- the-road tractor-trailer units will be filled with product from the storage silos using telescopic spout(s) equipped with integrated dust collection capability . (c) Haul Roads The no off-property transport emission limitation guideline shall apply to on-site haul roads, and the nuisance guidelines must apply to off-site access roads per rule III.D .2 .e.(iii) . Trucks will be used to water haul roads for dust control and compaction enhancement, as necessary . (d) Haul Trucks The no off-property transport emission limitation guideline shall apply to haul trucks when operating on the property ; except that when operating off the property of the owner or operator, the applicable guideline shall be no off-vehicle transport of visible emissions per rule III.D .2 .f. (iii) . CSC anticipates that water consumption for dust abatement activities will be approximately 8% of the total water consumption during the operational phase . This equates to 22 gallons per minute (gpm) , or approximately 32,000 gallons per day (gpd). Water use for dust suppression activities during the "developmental phase" will be 30,000 to 50,0000 gpd for an anticipated three to ten month period. Water usage for on-site haul roads and other miscellaneous fugitive dust suppression applications during the reclamation phases will be another 30,000 to 50,000 gpd. Dust suppression activities will also be utilized during structure demolition and removal. To comply with the Air Quality Control Commission Regulations, water will be employed as a dust suppressant via water trucks to minimize fugitive dust emissions. Adequate soil moisture shall be maintained throughout operations to control emissions; CSC does not anticipate encountering overburden materials. All dry sand conveyors and Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised: Exhibit 30 Page 2 transfer points will be enclosed where dry material is conveyed. Vehicle speeds on internal haul routes will remain at or under 35 mph and shall be reduced. when necessary (i.e. , adverse conditions such as high-speed winds), to minimize fugitive dust emissions. Frequency of watering for dust suppression will be "frequent" and in accordance with the facility-specific requirements imposed via permit issued by CDPHE-AQD . Beginning in Year 2, concurrent reclamation will commence with pre-stripping of growth medium occurring in front of the advancing pit and the pre - strip material being returned to the preceding year' s mined out area for initial reclamation. The objective of this is to minimize areas susceptible to fugitive dust generation. Mitigation methods will be applied when/where warranted (as per CDPHE-AQD permit) . Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised: Exhibit 31 Page 1 EXHIBIT 31 ENGINEERING, DESIGN AND OPERATIONS PLAN An Engineering, Design, and Operations Plan will be needed as determined by Environmental Health. Please see Exhibit D : Mining Plan of the approved DRMS application in Exhibit 38 . Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised: Exhibit 11 Page 1 EXHIBIT 11 LANDSCAPE AND SCREENING PLAN Plan will detail existing and proposed landscaping, property maintenance, installation schedule, irrigation method, security and/or privacy fencing, trash enclosure, portable toilet screening, etc. if applicable. As the site was previously used for cattle grazing, it is generally vegetated by grass and small shrubs. Natural vegetation will be retained around the entrance road, exit road and areas around the plant facility . Residences within one mile of the Permit Area include one likely residence about 0 .6 miles to the south of the Permit Area boundary (approximately 1 .2 miles from the active mine area), one likely residence about 0. 9 miles to the south-southwest of the Permit Area boundary (approximately 1 . 5 miles from the active mine area) , and one potential residence owned by Wells Ranch about 0 . 3 miles north of the Permit Area boundary (approximately 0 . 5 miles from the active mine area) . No public roads occur within one mile of the plant site location. Plant structures will generally be painted with uniform, non-contrasting, nonreflective sandstone tones to blend into the surrounding landscape. In addition, because the plant facility is slightly lower in elevation than the adjacent roads, natural contours will facilitate visual screening and minimize the visibility of the plant facility on the horizon. Safety berms will be constructed around the perimeter of all mining pits which will also provide visual screening. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised: Exhibit 10 Page 1 EXHIBIT 10 LIGHTING PLAN Operation Standards Section 23-2-250.D: The uses shall comply with the following lighting standards: (1) Sources of light, including light from high-temperature processes such as combustion or welding, shall be shielded so that light rays will not shine directly onto adjacent properties where such would cause a nuisance or interfere with the use on the adjacent properties; and (2) Neither direct nor reflected light from any light source may create a traffic hazard to operators of motor vehicles on public or private streets/roads and no colored lights may be used which may be confused with or construed as traffic control devices. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised : Exhibit 10 Page 2 EXHIBIT 10- 1 LIGHTING PLAN Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: C :\PWWORKING -TRD\D0753925\10- 1 - LIGHTING PLAN . DWG - 10/2/24 MINE EXIT GATE (SEE NOTE 3 ) PERMIT AREA BOUNDARY ACCESS ROAD 8 " ROLLER COMPACTED CONCRETE - SCALES/LOADOUT 4/ . -L _ - - M M ____ - U, a M PIT LIMIT - M M M PL PL PL PL PL SCALE HOUSE PIT LIMIT PL PL PL . N 7 / -- --- - - MINE OFFICE / PL SUPERVISOR OFFICE ELECTRICAL HOUSE AND ` \� AIR COMPRESSOR � GRAVEL f, M � /i �_:7 -- _ ___ y: M DRY SAND STORAGE r ' � PL ELECTRICAL HOUSE AND AIR COMPRESSOR { ) c : Y C/ • EMPLOYEE BREAKROOM \ HJJ f -\\ K c2 • -/> : \ 3 . 0 : 1 PROCESS DISCARD 11 . 0 . 1 STOCKPILE ( PDS AT FULL - _ M M Ln BUILD OUT) : 60 ACRES I 7 V PARKING AREA PL / 140 SPACES DRY SCREENING MAINTENANCE PARTS AND INSTALLATION MOBILE EQUIPMENT SHOP REINFORCED CEMENT CONCRETE PL F. I _________ / I I FUEL STATION ( DIESEL, M M I C DEF, OIL AND GREASE ) 3 . 7 : 1 DRYER UNITS / I M M M M ° I ° BAG HOUSES I N Jit) Mr II », PIT LIMIT 3 . 01 ti t.M , FEED HOPPERS PL PL AND RAMPS 5 . 5 : 1 PL PL So D PRAIRIE DOG TOWN (SEE NOTE 2 ) 3 4 : 1 SURGE SILOS I I 3 , 1 : : _LTh < \\\ 7 _ _ //1 / 11 N /7 7/ � ICI 3 . 0 : 1 -- • : H // N 7 / N / - I I 3 . 7 : 1 I I NNZ HOLDING CELLS I PIT LIMIT M M M M HC-2 N M M WET PLANT ENCLOSURE M MI HC 1 I I WATER TREATMENT M M LONG TERM GROWTH MEDIUM STOCK PILE (TS 1 AT - M - M FULL BUILD OUT) : 21 ACRES __ WATER TREATMENT / \ I JIM / 1 M M M 4. 2 : 1 r" H�EML 150' 5 MTN ; ' 1t / �' i LU M I N I I I V __ _ ICI I I W Off , o i PIT LIMIT ' �i �/ PIT LIMIT I I �' , _ ROM ( PROCESS FEEDSTOCK) - v, / o STOCKPILE : 8 . 5 ACRES I �, 3 .0 :1 "° WESTERN HAUL ROADS I I _ _ GAS S - • OIL AND GAS WELL SYMBOL LEGEND : LINETYPE LEGEND : SYMBOL LEGEND : 0 WELL - ABANDONED LOCATION NOTES : PROPOSED REINFORCED CEMENT CONCRETE 1 . MINING SHALL BE PERMITTED DURING DAYLIGHT HOURS ONLY, PROPOSED EDGE OF ROAD WELL - SHUT IN EXCEPT IN THE CASE OF PUBLIC OR PRIVATE EMERGENCY, OR TO PROPOSED EQUIPMENT MAKE THE NECESSARY REPAIRS TO EQUIPMENT. PLANT WELL - PLUGGED AND ABANDONED OPERATIONS, PROCESSING , OFFICES AND REPAIR FACILITIES MAY �\ PROPOSED GRAVEL MAJOR PROPOSED CONTOUR OPERATE TWENTY- FOUR ( 24 ) HOURS PER DAY, WITHOUT WELL - PRODUCING RESTRICTION PER BOARD OF COUNTY COMMISSIONERS - MINOR PROPOSED CONTOUR V7 EXISTING PRAIRIE DOG TOWN APPROVAL. THE FACILITY MAY OPERATE SEVEN ( 7 ) DAYS PER PROPOSED BUILDING WEEK WELL - TEMPORARILY ABANDONED , YEAR- ROUND . i 2 . BURROWING OWL HABITAT - NO DISTURBANCE TO PRAIRIE DOG SECTION DIVIDE PROPOSED HOLDING CELL BORDER TOWNS FROM MARCH 15 - OCTOBER 31 . 3 . VISITOR ACCESS TO MINE SHALL BE LIMITED BY WELLS RANCH PERMIT AREA BOUNDARY LIGHT SYMBOL LEGEND : GUARD SHACK AND SECURITY GATES AT MINE ENTRANCE/ EXIT. _ SECTION QUARTERS PROPOSED GATE GAS GAS - EXISTING UNDERGROUND GAS PL PROPOSED POLE LIGHT GAS GAS F DEMO GAS PROPOSED HAUL ROAD EXISTING EASEMENT PROPOSED EQUIPMENT MOUNTED LIGHT 150 75 0 150 300 DEMO EASEMENT SCALE : 1 " = 150 ' EXISTING GRAVEL ROAD DESIGN BY: GWALDIE NO. REVISION DATE COLORADO SAND COMPANY II , LLC o DRAWN BY: EPENATE OCTOBER EXHIBIT KERSEY MINE - 1 CHECKED BY: DKRAJEWSKI 2024 10 LIGHTING PLAN TRC ENVIRONMENTAL CORP . SCALE : 1 " = 250 '-0" 1526 COLE BLVD . SUITE 150 LAKEWOOD, CO 80401 CO FIRM REGISTRATION #19871071644 JOB NUMBER : 535891 ( 303 ) 439-5059 Exhibit 10 Page 3 EXHIBIT 10-2 LIGHTING CUTSHEETS Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Site & Area -r . . . r r vvyyrrrry - . OP GARDCO EcoForm ECF- L large area luminaire Gardco EcoForm Gen-2 combines economy with performance in an LED area Project: luminaire . Capable of delivering up to 52 , 500 lumens or more in a compact , low Location: profile LED luminaire , EcoForm offers a new level of customer value . EcoForm Cat. No: features an innovative retrofit arm kit , simplifying site conversions to LED by Type: eliminating the need to drill additional holes in most existing poles . Integral Lamps: Qty. control systems available for further energy savings . Includes Service Tag , our Notes: innovative way to provide assistance throughout the life of the product . Ordering guide Example: ECF-L-96L-1A-CW-AR-AFR-90-120- DD-PCB-F1 -SP1 -TB-RPA-HIS- BK Prefix Number of LEDs Drive Current LED Color - Generation Mounting Distribution Voltage ECF- L ■ ■ ECF-L EcoForm 80L 80 LEDs 900 900 mA WW-G2 Warm White AR2 Arm Mount Type 2 120 120V site and (5 modules) 1A 1050mA 3000K, 70CR1 (standard) 2 Type 2 AFR Auto Front Row 208 208V area, 1.2A 1200 mA Generation 2 2-90 Rotated left 90° AFR-90 Auto Front Row, 24O 240V large NW-G2 Neutral White The following mounting 2-270 Rotated right 270° Rotated left 90° 277 277V 4000K, 70CRI kits must be ordered AFR-270 Auto Front Row. 96 96 LEDs 800 800 mA Generation 2 separately (See Type 3 Rotated right 270° 347 347V (6 modules) 1A 1050mA accessories) 3 Type 3 BLC Back Light Control 480 480V CW-G2 Cool White 3-90 Rotated left 90° BLC-90 Back Light Control UNV 120-277V 1.2A 1200 mA 5000K, 70CR1 3 270° rotated at 90° 50/60Hz 1.4A19 1400mA SF Slip Fitter 3-270 Rotated right ( ) Generation 2 Mount BLC-270 Back Light Control HVU 347-480V (fits to 2 3/8" Type 4 rotated at 270° (50/60Hz) O. D. tenon) 4 Type 4 LCLt9 LEED Corner WS Wall mount 4-90 Rotated left 90° Optic Left with surface 4-270 Rotated right 270° RCLt9 LEED Corner conduit Optic Right rear permitted Type 5 RAM2 Retrofit arm 5 Type 5 mount kit 5W Type 5W .pliOnt lit IMMIlr n Dimming controls Motion sensing lens Photo-sensing Electrical Luminaire Finish DD4'e 0-10V External dimming PCB" Photocontrol Fusing Square Pole Adapter Textured (for controls by others) Button F19 Single (120, 277, included in standard BK Black DCC4.5.6,18 Dual Circuit Control TLRD510." Twist Lock 347VAC) product WH White FAWS4.538 Field Adjustable Wattage Receptacle F29 Double (208 , 240, TB12 Terminal Block BZ Bronze Selector 5 Pin 48OVAC) SRDR4.5.6.8.17 SR driver connected to Zhaga TLRD770.17 Twist Lock RPAt3 Round Pole DGY Dark Gray socket Receptacle Pole Mount Fusing. Adapter MGY Medium Gray 7 Pin FP19 Single (120, 277, (fits to 3"- 3. 9" g Customer specified TLRPC9.10•71.17 Twist Lock 347VAC) O. D. pole) - DynaDimmer: Automatic Profile Dimming Receptacle FP29 Double (208 , 240, HIVInternal House RAL Specify optional CS5O4.8 Safety 50% Dimming, 7 hours w/Photocell 480VAC) Side Shield color or RAL CM504,8 Median 50% Dimming, 8 hours (ex: RAL7024) FP39 Canadian Double CC Custom color CS304.8 Safety 30% Dimming, 7 hours Pull CM304,8 Median 30% Dimming, 8 hours (2O8, 24O, 48OVAC) (Must supply color chip for required 4718 75 Surge Protection (10kA factory quote) BL Bi-level functionality IMRI3 Integral with #3 lens standard) IMRI7t5 Integral with #7 lens SP2 Increased 20kA WIAP4,6,16 Wireless Interact (includes SR LB Low (7'-15' mounting driver and SR receptacle - do height) sensor, Black NOT select SRDR) color housing Wireless Interact, integral LW Low (7'-15' mounting height) sensor, White color housing HB High (15'-40' mounting height) sensor, Black color housing HW High (15'-40' mounting height) sensor, White color housing 1. BL-IMRI3/7 equipped with out-boarded sensor housing when voltage 10. TLRD5. TLRD7 and TLRPC receptacle pins 4 & 5 are capped off when 17. When ordering SRDR. controller (by others) to be used on socket is HVU (347-480V) ordered with any of the Dimming controls DD or FAWS or LLC. must be SR compatible (See specifications for more details). Consult 2. Mounts to a 4" round pole with adapter included for square poles. 11. Not available in 480V. Order photocell separately with TLRD5/7. factory for lead time. All 7 pins in NEMA receptacle are connected to 3. Limited to a maximum of 45 degrees aiming above horizontal. 12. Not available with DCC. SR driver. SRDR not available with TLRD5 or TLRPC. 4. Not available with other dimming control options. 13. Not available with SF and WS. RPAs provided with black finish standard. 18. 0-10V dimming driver standard. 5. Not available with motion sensor. 14. HIS not available with Type 5, 5W, BLC, BLC-90, BLC-270, LCL or RCL optics. 19. 120V or 277V only. not available with SRDR or any DynaDimmer options 6. Not available with photocontrol. 15. Not available with DD, DCC, FAWS, SRDR, or WIAP dimming control options. or WIAP (due to driver limitations). 7. BL must be combined with Motion sensing lens IMR13 or IMR17. 16. WIAP must be combined with Motion sensing lens LB or LW or HB or HW. 8. Not available in 347 or 480V. 9. Must specify input voltage. A(ida ' �1KSKY APPROVED DLC DLC C 0i. US ECF-L_EcoForm_area _large 01/24 page 1 of 9 LISTED LISTED PREMIUM. ECF - L EcoForm large Area luminaire EcoForm Accessories21 (ordered separately, field installed ) Shielding Accessories Controls Accessories House Side Shield IRT9015 Handheld remote for grouping and configuration of Wireless Standard optic orientation Interact WIAP (at least 1 required per site or use the Interact Pro App). HIS-80-H2° Internal House Side Shield for 80 LEDs (5 modules) HIS-96-H2° Internal House Side Shield for 96 LEDs (6 modules) Pole Top Fitters Optic at 90 or 270 orientation HIS-80-H2° Internal House Side Shield for 80 LEDs (5 modules) (F) = Specify finish HIS-96-H2° Internal House Side Shield for 96 LEDs (6 modules) PTF2 - Pole top fitter fits 23/8-21/2" OD x 4" depth tenon Fnntrotns 20. Not available with Type 5 or 5W optics. PTF2-1-90-(F) 1 luminiare at 90° 21. Consult Signify to confirm whether specific accessories are BAA-compliant. PTF2-2-90-(F) 2 luminiares at 90° PTF2-2-180-(F) 2 luminiares at 180° PTF2-3-90-(F) 3 luminiares at 90° Luminaire Accessories PTF2-4-90-(F) 4 luminiares at 90° PTF2-3-120-(F) 3 luminiares at 120° PTF3 - Pole top fitter fits 3-31/2" OD x 6" depth tenon ECF-BD-G2 Bird deterrent PTF3-1-90-(F) 1 luminiare at 90° ECF-RAM-G2-(F) Retrofit Arm mount kit PTF3-2-90-(F) 2 luminiares at 90° ECF-SF-G2-(F) Slip Fitter Mount (fits to 2 3/8" O. D. tenon) PTF3-2-180-(F) 2 luminiares at 180° ECF-WS-G2-(F) Wall mount with surface conduit rear entry permitted PTF3-3-90-(F) 3 luminiares at 90° PTF3-4-90-(F) 4 luminiares at 90° PTF3-3-120-(F) 3 luminiares at 120° ECF-L_EcoForm_area _large 01/24 page 2 of 9 ECF - L EcoForm large Area luminaire Predicted Lumen Depreciation Data Predicted performance derived from LED manufacturer's data and engineering design estimates, based on IESNA LM-80 methodology. Actual experience may vary due to field application conditions. L70 is the predicted time when LED performance depreciates to 70% of initial lumen output. Calculated per IESNA TM21-11 . Published L70 hours limited to 6 times actual LED test hours Ambient Temperature °C Driver mA Calculated L70 Hours L70 per TM-21 Lumen Maintenance % at 60,000 hrs 25°C up to 1400 mA >100,000 hours >90,000 hours >96% Optical Distributions Based on configuration ECF-L-96L-1 .2A-NW-G2 (265W) mounted at 40ft. 4 MH 4MH 4MH 3MH . 3MH -_ 3MH = 0.2fc 2MH - 2MH -: 2MH - - l �:' 0.5 k1MH -> e.2 1MH - 0.5fc 1fc 1MH - —� 1fc 2fc 1fc 2fc 0 0 _ 0 0 0 - 2fc 1MH 1MH - 1MH - 0 0.5 fc 0.2 fc 2MH 2MH 2MH - 3MH — 3MH -_ 3MH 4 MH I 1 I I f ( 4MH . 1 1., 1 1 1 1 I. 1„ 1 4MH r, 1 1 1 1 r, 1 1 5MH 4MH 3MH 2MH 1MH 0 1MH 2MH 3MH 4MH 5MH 5MH 4MH 3MH 2MH 1MH 0 1MH 2MH 3MH 4MH 5MH 5MH 4MH 3MH 2MH 1MH 0 1MH 2MH 3MH 4MH 5MH Type 2 Type 3 Type 4 4MH 4MH 3 MH — 3MH _L 0.2 fc 0.2 fc ir r 2MH 0.5fc 2MH -? 0.5fc 1 MH 1 fc 1 MH 1 fc 0 4 0 0 2 f 1MH 1MH 2MH 2MH -:: 3MH - 3MH -- 4 1. 1. 1 1 1 1 1. 1 1 4 ( 1 1 1 1 1' 1' 1 1. 5 MH 4MH 3MH 2MH 1MH 0 1MH 2MH 3MH 4MH 5MH 5MH 4MH 3MH 2MH 1MH 0 1MH 2MH 3MH 4MH 5MH Type 5 Type 5W 4MH 4MH 3MH — 3MH 2MH - 2MH r;.2 c 1MH - 1MH 0.51c 1f 21c 0.5 c 1 fc 0 0 0 2fc 1MH - 0.2fc 1MH 0 2MH - 2MH -,; 3MH - 3MH —.. 4MH f 1 1 i. 1. (.. f 1 ` 4MH --1' 1 1 1 1 1 1 ii 5 MH 4MH 3MH 2MH 1MH 0 1MH 2MH 3MH 4MH 5MH 5MH 4MH 3MH 2MH 1MH 0 1MH 2MH 3MH 4MH 5MH AFR BLC ECF-L_EcoForm_area_large 01/24 page 3 of 9 ECF - L EcoForm large Area luminaire 3000K LED Wattage and Lumen Values LED Average Type 2 Type 3 Type 4 Type 5 Type 5W Total Current Color System Lumen BUG Efficacy' Lumen BUG Efficacy Lumen BUG Efficacy Lumen BUG Efficacy Lumen BUG Efficacy Ordering Code LEDs (mA) Temp. Watts Output Rating (LPW) Output Rating (LPW) Output Rating (LPW) Output Rating (LPW) Output Rating (LPW) ECF-L-80L-900-WW-G2-x 80 900 3000 225 28,306 B3-UO-G3 126 27,834 63-U0-G4 124 28,348 B3-UO-G4 126 29,155 B5-U0-G4 130 28,844 65-UO-G4 128 ECF-L-80L-1A-WW-G2-x 80 1050 3000 265 31 ,927 B4-U0-G4 120 31,396 B3-U0-G4 118 31,974 B3-UO-G5 121 32,884 B5-U0-G4 124 32,534 B5-UO-G4 123 ECF-L-80L-1.2A-WW-G2-x 80 1200 3000 289 35,217 B4-U0-G4 122 34,630 B3-UO-G5 120 35,269 B3-UO-G5 122 36,272 B5-U0-G4 125 35,886 B5-UO-G4 124 ECF-L-96L-800-WW-G2-x 96 800 3000 238 30,570 B4-UO-G4 129 30,011 B3-UO-G4 126 30,617 B3-UO-G5 129 31,487 B5-UO-G4 132 31,151 B5-UO-G4 131 ECF-L-96L-1A-WW-G2-x 96 1050 3000 316 38,058 B4-U0-G4 120 37,425 B3-UO-G5 118 38,116 B3-UO-G5 120 39,200 B5-U0-G4 124 38,783 B5-UO-G5 123 ECF-L-96L-1.2A-WW-G2-x 96 1200 3000 365 41,398 B4-U0-G4 113 40,709 B4-UO-G5 112 41 ,460 B3-UO-G5 114 42,640 B5-UO-G4 117 42,186 B5-UO-G5 116 ECF-L-96L-1.4A-WW-G2-x 96 1370 3000 422 44,566 B4-UO-G4 106 46,173 B4-UO-G5 109 45,613 B4-UO-G5 108 46,848 B5-UO-G5 111 45,530 B5-UO-G5 108 LED Average . Type AFR BLC Total Current Color System Lumen BUG Efficacy Lumen BUG Efficacy Ordering Code LEDs (mA) Temp. Watts Output Rating (LPW) Output Rating (LPW) ECF-L-80L-900-WW-G2-x 80 900 3000 225 29,065 B4-U0-G3 129 19,749 B1-UO-G3 89 ECF-L-80L-1A-WW-G2-x 80 1050 3000 265 32,784 B4-U0-G3 124 22,276 B1-UO-G4 85 ECF-L-80L-1.2A-WW-G2-x 80 1200 3000 289 36,162 B4-U0-G3 125 24,572 B1-UO-G4 86 ECF-L-96L-800-WW-G2-x 96 800 3000 238 31 ,391 B4-UO-G3 132 21 ,294 B1-U0-G4 91 ECF-L-96L-1A-WW-G2-x 96 1050 3000 316 39,080 B4-U0-G4 124 26,554 B1-U0-G4 85 ECF-L-96L-1.2A-WW-G2-x 96 1200 3000 365 42,509 B4-U0-G4 116 28,885 B1-UO-G4 80 ECF-L-96L-1.4A-WW-G2-x 96 1370 3000 422 48,542 B4-UO-G4 115 36,322 B1-UO-G5 86 4000K LED Wattage and Lumen Values LED Average Type 2 Type 3 ] Type 4 Type 5 Type 5W Total Current Color System Lumen BUG Efficacy Lumen BUG Efficacy Lumen BUG Efficacy Lumen BUG Efficacy Lumen BUG Efficacy Ordering Code LEDs (mA) Temp. Watts Output Rating (LPW) Output Rating (LPW) Output Rating (LPW) Output Rating (LPW) Output Rating (LPW) ECF-L-80L-900-NW-G2-x 80 900 4000 225 29,796 B3-UO-G3 132 29,299 B3-UO-G4 130 29,840 B3-UO-G5 133 30,689 B5-UO-G4 136 30,362 B5-UO-G4 135 ECF-L-80L-1A-NW-G2-x 80 1050 4000 265 33,607 B4-U0-G4 127 33,048 B3-UO-G5 125 33,657 B3-UO-G5 127 34,615 B5-UO-G4 131 34,246 B5-UO-G4 129 ECF-L-80L-1.2A-NW-G2-x 80 1200 4000 289 37,070 B4-UO-G4 128 36,453 B3-UO-G5 126 37,125 B3-UO-G5 128 38,181 B5-UO-G4 132 37,775 B5-UO-G4 131 ECF-L-96L-800-NW-G2-x 96 800 4000 238 32,179 B4-U0-G4 135 31 ,590 B3-U0-G4 133 32,228 B3-UO-G5 136 33,144 B5-UO-G4 139 32,791 B5-U0-G4 138 ECF-L-96L-1A-NW-G2-x 96 1050 4000 316 40,061 B4-U0-G4 127 39,395 B3-UO-G5 124 40,122 B3-UO-G5 127 41 ,263 B5-UO-G4 130 40,824 B5-UO-G5 129 ECF-L-96L-1.2A-NW-G2-x 96 1200 4000 365 43,577 B4-UO-G4 119 42,852 B4-UO-G5 117 43,642 B3-U0-G5 120 44,884 B5-UO-G4 123 44,406 B5-UO-G5 122 ECF-L-96L-1.4A-NW-G2-x 96 1370 4000 422 48,179 B4-U0-G4 114 49,917 B4-U0-G5 118 i 49,311 B4-U0-G5 117 50,647 B5-UO-G5 120 49,221 B5-UO-G5 117 LED Average Type AFR BLC Total Current Color System Lumen BUG Efficacy Lumen BUG Efficacy Ordering Code LEDs (mA) Temp. Watts j Output Rating (LPW) h Output Rating (LPW) ECF-L-80L-900-NW-G2-x 80 900 4000 225 30,595 B4-U0-G3 136 21 ,350 B1-U0-G4 96 ECF-L-80L-1A-NW-G2-x 80 1050 4000 265 34,509 B4-UO-G3 130 24,082 B1-UO-G4 92 ECF-L-80L-1.2A-NW-G2-x 80 1200 4000 289 38,065 B4-UO-G3 132 26,563 B1-UO-G4 93 ECF-L-96L-800-NW-G2-x 96 800 4000 238 33,043 B4-U0-G3 139 23,020 B1-UO-G4 98 ECF-L-96L-1A-NW-G2-x 96 1050 4000 316 41,137 B4-U0-G4 130 28,707 B1-U0-G4 92 ECF-L-96L-1.2A-NW-G2-x 96 1200 4000 365 44,746 B4-U0-G4 123 31,226 B1-UO-G4 87 ECF-L-96L-1.4A-NW-G2-x 96 1370 4000 422 52,478 B4-UO-G4 124 39,055 B2-UO-G5 92 Values from photometric tests performed in accordance with IESNA LM -79 and are representative of the configurations shown . Actual performance may vary due to installation and environmental variables: LED and driver tolerances: and field measurement considerations It is highly recommended to confirm performance with a photometric layout. NOTE: Some data may be scaled based on tests of similar (but not identical) luminaires. Contact factory for configurations not shown . ECF-L_EcoForm_area _large 01/24 page 4 of 9 ECF - L EcoForm large Area luminaire 5000K LED Wattage and Lumen Values LED Average Type 2 Type 3 Type 4 Type 5 Type 5W Total Current Color System Lumen BUG Efficacy Lumen BUG Efficacy Lumen BUG Efficacy Lumen BUG Efficacy! Lumen BUG Efficacy Ordering Code LEDs (mA) Temp. Watts Output Rating (LPW) Output Rating (LPW) Output Rating (LPW) I Output Rating (LPW) I Output Rating (LPW) ECF-L-80L-900-CW-G2-x 80 900 5000 225 29796 B3-U0-G3 132 29,299 B3-U0-G4 130 29,840 B3-U0-G5 133 30,689 B5-U0-G4 136 30,362 B5-U0-G4 135 ECF-L-80L-1A-CW-G2-x 80 1050 5000 265 33,607 B4-U0-G4 127 33,048 B3-U0-G5 125 33,657 B3-U0-G5 127 34,615 B5-U0-G4 131 34,246 B5-U0-G4 129 ECF-L-80L-1.2A-CW-G2-x 80 1200 5000 289 37,070 B4-U0-G4 128 36,453 B3-U0-G5 126 37,125 B3-U0-G5 128 38,181 B5-U0-G4 132 37,775 B5-U0-G4 131 ECF-L-96L-800-CW-G2-x 96 800 5000 238 32,179 B4-U0-G4 135 31,590 B3-U0-G4 133 32,228 B3-U0-G5 136 33,144 B5-U0-G4 139 32,791 B5-U0-G4 138 ECF-L-96L-1A-CW-G2-x 96 1050 5000 316 40,061 B4-U0-G4 127 39,395 83-U0-G5 124 40,122 B3-U0-G5 127 41,263 B5-U0-G4 130 40,824 B5-U0-G5 129 ECF-L-96L-1.2A-CW-G2-x 96 1200 5000 365 43,577 B4-U0-G4 119 42,852 B4-U0-G5 117 43,642 B3-U0-G5 120 44,884 B5-U0-G4 123 44,406 B5-U0-G5 122 ECF-L-96L-1.4A-CW-G2-x 96 1370 5000 422 48,179 B4-U0-G4 114 49,917 B4-U0-G5 118 49,311 B4-U0-G5 117 50,647 B5-U0-G5 120 49,221 B5-U0-G5 117 Type AFR BLC LED Average Total Current Color System Lumen BUG Efficacy Lumen BUG Efficacy Ordering Code LEDs (mA) Temp. Watts Output Rating (LPW) Output Rating (LPW) ECF-L-80L-900-CW-G2-x 80 900 5000 225 30,595 B4-U0-G3 136 21,350 B1-U0-G4 96 ECF-L-80L-1A-CW-G2-x 80 1050 5000 265 34,509 B4-U0-G3 130 24,082 B1-U0-G4 92 ECF-L-80L-1.2A-CW-G2-x 80 1200 5000 289 38,065 B4-U0-G3 132 26,563 B1-U0-G4 93 ECF-L-96L-800-CW-G2-x 96 800 5000 238 33,043 B4-U0-G3 139 23,020 B1-U0-G4 98 ECF-L-96L-1A-CW-G2-x 96 1050 5000 316 41,137 B4-U0-G4 130 28,707 B1-U0-G4 92 ECF-L-96L-1.2A-CW-G2-x 96 1200 5000 365 44,746 B4-U0-G4 123 31 ,226 B1-U0-G4 87 ECF-L-96L-1.4A-CW-G2-x 96 1370 5000 422 52,478 B4-U0-G4 124 39,055 B2-U0-G5 92 Values from photometric tests performed in accordance with IESNA LM -79 and are representative of the configurations shown . Actual performance may vary due to installation and environmental variables, LED and driver tolerances, and field measurement considerations It is highly recommended to confirm performance with a photometric layout. NOTE: Some data may be scaled based on tests of similar (but not identical) luminaires. Contact factory for configurations not shown . ECF-L_EcoForm_area _large 01/24 page 5 of 9 ECF - L EcoForm large Area luminaire Dimensions Standard Arm (AR) Wall (WS) Weight: 27 Lbs (12 .2 Kg) EPA: 0.24ft2 (.022m2) Weight: 31Lbs. (14.1 Kg) EPA: 0.31ft2 (.028m2) 1T1'll T 1 111111 I I I I`R� i 11'ITI'111!1 1'Ii111'1"I Iti Imo. ,��--,,�. • , i ::: ' .I Lr'I,I Ili Ill 1�, I Iil,I I,r II I,L LI L� LI I, I 2.4 I (6cm) S I I- - I I 15.1" 6• ."" .: . _ I I - I - I j I 151" l i (16. cm) I (38.4cm) II II I I : 38.4cm) I , �. �I �� - 111: 1 I..I - • � 1I I :.I I — I II �� ' ' -� U - I I I •- �� ' � - ' t i �.r 1 i T r ., r - r 1 t r I rr III�l 1 ��y I I r��1 I :�X �. ��— ��• �.}... 5.7" 11,11 11 1,1,11_L111111�� 7.6" �� — i.111.1 ILIII;1,1,111;1,1,1.1.1.1_I I r> (14.6cm) (19.4cm) 32.9" (83.5cm) 34.8" (88.3cm) • 1.9" (4.9cm)-1--i L n `�^ *'a\wm1.i.1.1.TaT.T.1aif1.l.ialfl1.1�1.1.Tm1..N�r 6.5" mnnnnnnnnnnnnn i�nnnnnnm (12.7cm) (16.5cm) �% r 32.9" (83.5cm) 1 I-- 34.8" (88.3cm) Retrofit Arm (RAM) Slip fitter (SF) Weight: 29 Lbs . (13.1 Kg) EPA: 0.27ft2 (.025m2) Weight: 32 Lbs (14.5 Kg) EPA: 0.36ft2 (.033m2) `�1'1'1'1'1'1'1 111'1'1'i ii rr1 r1 Iii -- -- 7i1 ITI'�1 i 1111' '1 I I�1 rte': I'; r •11 I ��I I�•l I I. x' ; _ � _= r � _11 . • �• I�� I I � , II� IL 1I - ti (5.7cm) Q 1�1 ^�. j : (13.6cm) J 1 , ' , — I ; , 15.1 . :.. . (38.4cm) """ __ �, ..�•' _ :'- • i:.,. _ (38.4cm) 15.1 • - ,1 I - Th (3.2cm) a I. ,-' I . (24.7cm) I 1 1r r �:. r' t________________I�"tR, • I I �il I • I �� II I • I I :x>:1 �� .. ��I ��`I I �i l I •� I :•.11. 1t t ` Ili �; , 5.7 - - i 15.4" (39.km) (14.6cm) 34.1" (86.7cm) - • 42.6" (108.1cm) `.x 1 6.5" '! (16.5cm) (12.7cm) 3.6" t � C (9cm) \ 1. 1 U 42.6" (108.1cm) 341" (86.7cm) Standard Arm (AR) Retrofit Arm (RAM) Outboard IMR-HVU sensor drill pattern drill pattern 3.4" —\ ale 0.41" o0 (8.6cm) (1,04cm) T ` IIIIII'IhIiihiui-j11 I-I-lll 1111 I'IjIS' (1.04cm) --; �: , - - - - a I 1 •iI I f11. Intl 1 111 11114 1.. m, � � � � - (2.5cm) (2.5cm) t I i o° C 1:-. ---/ - I (21. 0 I (� 5cmX13. , >;. _ ) mlmig, _ i , _ i.. _, L: ., ! ,: _. i::: ., 2 1.0" -...„____) _ :� I II - I _ I�I _ .� m (2.5cm) .I - -I. - :I - .1 - I. - • (5.1 m) - - - — ri.nialtal 1 hI111111fls (7.6cm) 7--\\0.41" — (1.04cm) �- �. 5.2" 31" (13. cm) (7.9cm) 4.7" (11.9cm) 0.41 (1.04cm) o ECF-L_EcoForm_area_Iarge 01/24 page 6 of 9 ECF - L EcoForm large Area luminaire Optical Orientation Information Standard Optic Position Optic Rotated Left (90°) Optic Position Luminaires ordered with asymmetric optical systems in the standard Luminaires ordered with optical systems in the Optic Rotated Left (90°) optic position will have the optical system oriented as shown below: optic position will have the optical system oriented as shown below (Type 5 and 5W optics are not available with factory set rotatable optics): Left side Right side Left side Right side of pole of pole of pole of pole o - ` O O Street Side i Street Side I r t Curbline � 90° - , 44 t 270° Curbline 90° • .-' 270° House Sideye ' ---j-i-- (1) i House Side `� o' i 1 - _ i _ _ -- .- y I ` c s _ _. ... .I __ __ - , O° O° Note: The hand hole will normally Note: The hand hole will normally be located on the pole at the 0° point. be located on the pole at the 0° point. Optic Rotated Right (270°) Optic Position Twin Luminaire Assemblies with Type-90 /Type-270 Luminaires ordered with optical systems in the Optic Rotated Right Rotated Optical Systems (270°) optic position will have the optical system oriented as shown Twin luminaire assemblies installed with rotated optical systems are an below (Type 5 and 5W optics are not available with factory set excellent way to direct light toward the interior of the site (Street Side) rotatable optics): without additional equipment. It is important, however, that care be exercised to insure that luminaires are installed in the proper location . Left side Right side Left side Right side of pole —lip,. of pole of pole of pole 1O 8O° _ ,... . ' Luminaire with . Luminaire with Ilk ` --N\�� Type-270 , ` ?3" \ Type-9O Street Side Street Side O % Curbline 90° 1 �� 270° Curbline _ t t House Side 1 '% r' House Side ,.. ... .. / I' O O .% ... ... _}.5-7- iii _. ... ... „ ..a O° O° Luminaires with Optic Luminaires with Optic Note: The hand hole will normally Rotated Right (270°) are Rotated Left (90°) are be located on the pole at the 0° point. installed on the LEFT installed on the RIGHT Side Side of Pole of Pole Note: The hand hole location will depend on the drilling configuration ordered for the pole. ECF-L_EcoForm_area _large 01/24 page 7 of 9 ECF EcoForm large Area luminaire Specifications Housing Field Adjustable Wattage Selector (FAWS): Luminaire equipped with the ability One-piece die cast aluminum housing with integral arm and separate , self- to manually adjust the wattage in the field to reduce total luminaire lumen retained hinged , one-piece die cast door frame . Luminaire housing rated to output and light levels. Comes pre-set to the highest position at the lumen IP65 , tested in accordance to Section 9 of IEC 60598-1 . output selected . Use chart below to estimate reduction in lumen output desired . Cannot be used with other control options or motion response . Vibration resistance Luminaire is tested and rated 3G over 100,000 cycles conforming to FAWS Percent of standards set forth by ANSI C136. 31 -2018. Testing includes vibration in three Position Typical Lumen Output axes, all performed on the same luminaire. 1 25% Light engine 2 50% 3 55% Light engine comprises of a module of 16- LED aluminum metal clad board fully sealed with optics offered in multiples of 5 and 6 modules or 80 and 4 65% 96 LEDs . Module is RoHS compliant. Color temperatures: 3000K +/-125K, 5 75% 4000K , 5000K +/- 200K. Minimum CRI of 70 . LED light engine is rated IP66 in 6 80% accordance to Section 9 of IEC 60598-1 . 7 85% Energy saving benefits 8 90% System efficacy up to 139 lms/W with significant energy savings over Pulse 9 95% Start Metal Halide luminaires. Optional control options provide added energy 10 100% savings during unoccupied periods. Note: Typical value accuracy +/- 5% Optical systems Type 2 , 3 , 4, 5 , 5W, and AFR distributions available . Internal Shield option Motion response options mounts to LED optics and is available with Type 2 , 3 , 4, and AFR distributions, Bi-Level Infrared Motion Response (BL-IMRI): Motion Response module is including a dedicated BLC optic to provide the best backlight control mounted integral to luminaire factory pre- programmed to 50% dimming possible for those stringent requirements around property lines. Types 2 , when not ordered with other control options. BL-IMRI is set/operates in the 3 , 4, AFR , and BLC when specified and used as rotated, are factory set only. following fashion: The motion sensor is set to a constant 50% . When motion is Performance tested per LM -79 and TM-15 (IESNA) certifying its photometric detected by the PIR sensor, the luminaire returns to full power/light output. performance . Luminaire designed with 0% uplight (U0 per Dimming on low is factory set to 50% with 5 minutes default in "full power" IESNA TM -15). prior to dimming back to low. When no motion is detected for 5 minutes, the Mountim motion response system reduces the wattage by 50%, to 50% of the normal Standard luminaire arm mounts to 4" O. D. round poles. Can also be used with constant wattage reducing the light level . Other dimming settings can be 5" O. D. poles . Square pole adapter included with every luminaire. Round Pole provided if different dimming levels are required . This can also be done with Adapter (RPA) required for 3-3 . 9 " poles. EcoForm features a retrofit arm FSIR-100 Wireless Remote Programming Tool (contact Technical Support kit. When specified with the retrofit arm (RAM) option , EcoForm seamlessly for details) . simplifies site conversions to LED by eliminating the need for additional pole Infrared Motion Response with Other Controls: When used in combination drilling on most existing poles . RAM will be boxed separately. Also optional with other controls (Automatic Dimming Profile) , motion response device will are slipfitter and wall mounting accessories. Note that only fixed mounts (AR, simply override controller's schedule with the added benefits of a combined RAM , WS) are required to meet IDA compliance . SF mounting will not meet IDA . dimming profile and sensor detection . In this configuration , the motion response device cannot be re-programmed with FSIR-100 Wireless Remote Control options Programming Tool . The profile can only be re-programmed via the controller. 0-10V dimming (DD): Access to 0-10V dimming leads supplied through back of Infrared Motion Response Lenses (IMRI3/IMRI7) : Infrared Motion Response luminaire (for secondary dimming controls by others). Cannot be used with Integral module is available with two different sensor lens types to other control options . accommodate various mounting heights and occupancy detection ranges. Dual Circuit Control (DCC): Luminaire equipped with the ability to have two Lens #3 (IMRI3) is designed for mounting heights up to 20' with a 40' diameter separate circuits controlling drivers and light engines independently. Permits coverage area. Lens #7 is designed for higher mounting heights up to 40' separate switching of separate modules controlled by use of two sets of with larger coverage areas up to 100' diameter coverage area. See charts for leads, one for each circuit. Not recommended to be used with other control approximate detection patterns: options, motion response, or photocells . Sensor Ready Zhaga Socket Connector (SRDR) : Product equipped with IMRI3 Luminaire or remote mount controller with #3 lens Sensor Ready drivers connected to 4-pin Zhaga Book 18 compliant receptacle 20' °' designed for sensor and other control system applications. Receptacle is rated IP66 assembly in a compact design that provides a sealed electrical 5' I ': 1°' — interface and rated UV resistance , mounted on underside of the luminaire, 10 i.� _ ao' protective dust cap included . When a controller not provided by Signify is used with Sensor Ready Zhaga socket connector, the controller must be �0 °r ,5 certified to work with the Xitanium SR LED drivers as part of the SR certified program . SRDR can be used with NEMA 7-pin twist lock receptacle , which is 20' 20' 20' 18' 15' 12' 9' 6' 3' 0 3' 6' 9' 12' 15' 18' 20' 20' 10' 0' 10' 20' mounted on top of the luminaire . Automatic Profile Dimming (CS/CM/CE/CA): Standard dimming profiles provide IMRI7 Luminaire or remote mount controller with #7 lens flexibility towards energy savings goals while optimizing light levels during 50' specific dark hours. Dimming profiles include two dimming settings including dim to 30% or 50% of the total lumen output. When used in combination with 25' - - not programmed motion response it overrides the controller's schedule when motion is detected . After 5 minutes with no motion, it will return to the 0 100' automatic diming profile schedule. Automatic dimming profile scheduled with 25' - r the following settings: 27' = - -• - - - - - CS50/CS30: Security for 7 hours night duration (Ex. , 11 PM - 6 AM) 40• 50' I I 50' 25' 0' 25' 50' - • CM50/CM30: Median for 8 hours night duration (Ex. , 10 PM - 6 AM) 50' 40' 30' 20' 10' 0 10' 20' 30' 40' 50' All above profiles are calculated from mid point of the night. Dimming is set for 6 hours after the mid point and 1 or 2 hours before depending of the duration of dimming . Cannot be used with other dimming control options. ECF-L_EcoForm_area _large 01/24 page 8 of 9 ECF EcoForm large Area luminaire Specifications Control options Driver: Driver efficiency (>90% standard). 120-480V available (restrictions Outdoor Interact (WIAP) : Connected sensor with integral occupancy and apply) . Open/short circuit protection . All drivers are 0-10V dimming to 10% daylight sensing , supports wireless mesh connectivity. Sensor works in the power standard , except when using Sensor Ready (SR) drivers, which uses standalone mode when configured without a gateway. When used with a DALI protocol (options CS50/CM50/CS30/CM30, SRDR , and TR7). Drivers are gateway you are able to access additional functionalities such as energy RoHS and FCC Title 47 CFR Part 15 compliant. monitoring , scheduling and BMS integration . Interact offers an App , a portal Button Photocontrol (PCB) : Button style design for internal luminaires and a broad portfolio of Interact-ready Indoor and Outdoor luminaires, lamps mounting applications. The photocontrol is constructed of a high impact UV and retrofit kits all working on the same system . The App provides flexibility stabilized polycarbonate housing . Rated voltage of 120V or 208-277V with a to choose between a standalone or gateway mode. Setup with the gateway load rating of 1000 VA. The photocell will turn on with 1 -4Fc of ambient light. requires wired Internet access to the gateway. WIAP includes SR driver and Surge protection (SP1/SP2) : Surge protection device tested in accordance SR receptacle . Daylight harvesting supported through dimming - activated with ANSI/IEEE C62 .45 per ANSI/IEEE C62 .41 . 2 Scenario I Category C High via the Interact App . Sensors IP66 rated . Exposure 10kV/10kA waveforms for Line-Ground , Line- Neutral and Neutral- For more information on Interact Pro visit: Ground , and in accordance with DOE MSSLC Model Specification for LED www.interact-iignting.com/interactproscalablesystem Roadway Luminaires Appendix D Electrical Immunity High test level 10kV/10kA. 20kV / 10kA surge protection device that provides extra protection beyond LB or LW low sensor HB or HW high sensor the SP1 10kV/10kA level . 7.3m 15.2m Listings (24 ft) (50 ft) UL/cUL wet location listed to the UL 1598 standard , suitable for use in I 10.6m 4.Sm (35 ft) - V ambient temperatures from -40° to 40°C (-40° to 104°F). Most EcoForm (15ft) - 64m configurations are qualified under Premium and Standard DesignLights 1.5m ' (13 ft) - ; Consortium® categories. Consult DLC Qualified Products list to confirm your (5 ft) I ,'l � t' specific luminaire selection is approved . CCTs 3000K and warmer are Dark 0 4.Om ‘71/k S (13 ft) I Sky Approved . 6.4m �. 1.5m ( (2110 (5 (t1 r Finisr 10.6m I (35 ft) I 4.5m I I Each standard color luminaire receives a fade and abrasion resistant, (15ft) I 15.2 m _ -4v (Soft ' electrostatically applied , thermally cured , triglycidal isocyanurate (TGIC) 7.3m 0 textured BZ f p of ester owdercoat inish . Standard colors include bronze ((P Y p l ) (24 ft) black (BK), white (WH), dark gray (DGY), and medium gray (MGY) . Consult 0 _ _ 6.1m 24m (20 ft) factory for specs on optional or custom colors. (8 ft) - 9.1 m (30 ft) 4.6 m 1 12.2m Service Tao (15 ft) (40 ft) 73m 45m 15m 0 15m 4.5m 73m 15.2m 10.6m6.4m4.Om 0 4.0m6.4m10.6m 15.2m (24ft) (15ft) (sit) (5 ft) (15ft) (24 ft) (50 ft) (3510 (21ft;(13ft) (13 ftX21 ft) (35 ft) (50 ft) Each individual luminaire is uniquely identifiable , thanks to the Service tag application . With a simple scan of a QR code, placed on the inside of the Note: The beam patterns shown are intended solely as a general guide and mast door, you gain instant access to the luminaire configuration , making are not to scale . Sensing capabilities and coverage area depend on many installation and maintenance operations faster and easier, no matter what factors including the size, speed and direction of travel of persons and stage of the luminaire's lifetime. Just download the APP and register your vehicles; sensor mounting height; environmental and site conditions; etc. product right away. For more details visit: signify. com Electrical Warranty Twist-Lock Receptacle (TLRD5/TLRD7/ TLRPC) : Twist Lock Receptacle with EcoForm luminaires feature a 5-year limited warranty 5 pins enabling dimming or with 7 pins with additional functionality (by others) See 9gnity.com/warranties for complete details and exclusions. can be used with a twistlock photoelectric cell or a shorting cap. Dimming Receptacle Type B (5-pin) and Type D-24 (7- pin) in accordance to ANSI C136 .41 . Can be used with third-party control system . Receptacle located on top of luminaire housing . When specifying receptacle with twistlock photoelectric cell , voltage must be specified . When ordering 7-pin Twist- lock receptacle (TLRD7) , all 7 pins are wired to respective pins with the Sensor Ready (SR) driver, and photocell or shorting cap is not included . When ordering a twist- lock receptacle with a photocell (TLRPC), the receptacle used is a 5 -pin receptacle , so pins 6 and 7 are not available (no SR driver). 0-10V dimming leads (pins 4 and 5) are connected if not ordered with any other dimming option . Buy American Act of 1933 (BAA): This product is manufactured in one of our US factories and, as of the date of this document, this product was considered a commercially available off-the- shelf (COTS) item meeting the requirements of the BAA. This BAA designation hereunder does not address (i) the applicability of, or availability of a waiver under, the Trade Agreements Act, or (ii) the "Buy America" domestic content requirements imposed on states, localities, and other non-federal entities as a condition of receiving funds administered by the Department of Transportation or other federal agencies. Prior to ordering, please visit fww.signify.com/baa to view a current list of BAA-compliant products to confirm this product's current compliance. ® ignify 2024 Signify Holding. All rights reserved. The information provided herein Signify North America Corporation Signify Canada Ltd. is subject to change, without notice. Signify does not give any representation 400 Crossing Blvd , Suite 600 281 Hillmount Road, or warranty as to the accuracy or completeness of the information included Bridgewater, NJ 08807 Markham, ON, Canada LOG 283 herein and shall not be liable for any action in reliance thereon. The information Telephone: 800-555-0050 Telephone: 800-668-90'08 presented in this document is not intended as any commercial offer and does not form part of any quotation or contract, unless otherwise agreed by Signify. All trademarks are owned by Signify Holding or their respective owners. ECF-L_EcoForm_area_large 01/24 page 9 of 9 www.gardcolighting.com Exhibit 28 Page 1 EXHIBIT 28 NOISE STUDY INCLUDING ABATEMENT PLAN Must document the methods to be utilized to meet the applicable noise standard, as determined by Environmental Health. Operation Standards Section 23-2-250: An applicant for a Special Review Permit shall demonstrate conformance with the following operation standards in the Special Review Permit application to the extent that the standards affect location, layout, and design of the Use by Special Review prior to construction and operation. Once operational, the operation of the USES permitted shall conform to these standards. (a) The operation of the uses shall comply with the noise standards enumerated in Section 25-12-101, et seq., C.R.S. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised: Exhibit 28 Page 2 EXHIBIT 28- 1 NOISE MODELING REPORT A Noise Modeling Report for the proposed Kersey Mine is attached . Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Mine Kersey Noise 1 January 23 , 2024 Prepared for: TRC Companies 1526 Cole Boulevard Suite 150 Lakewood, CO 80401 Prepared by : Behrens and Associates, Inc. 2320 Alaska Avenue El Segundo, CA 90245 Justin Puggioni Jason Peetz Principal Acoustical Engineer Engineering Manager r Corporate Office: El Segundo, California Carson, California - Aledo, Texas — Longmont, Colorado - Smithton, Pennsylvania — Red Deer, Alberta Oakland, California — Johnson City, Tennessee Phone 800-679-8633 Fax 310-331 - 1538 www.environmental-noise-control. com www.drillingnoisecontrol.com Behrens and Associates, Inc ._ Environmental Noise Control 1 . Introduction The following report provides a noise modeling assessment of the proposed Kersey Mine, to be operated by the Colorado Sand Company LLC, in relation to Weld County and the applicable Colorado Revised Statute (CRS) 25 - 12- 103 noise regulations . The noise modeling includes currently proposed mechanical equipment per preliminary project documents provided by TRC dated 10/23/23 . The proposed site (40 .415770, - 104 . 413161 ) is located approximately 7 miles east of Kersey, Colorado . The site is bordered by existing and abandoned oil wells as well as agricultural land . Figure 1 - 1 identifies the proposed site location . To assess the predicted noise levels of the proposed Kersey Mine operations, Behrens and Associates Environmental Noise Control (BAENC) conducted an onsite equipment sound level survey on January 8 , 2020 of the WTX sand and gravel processing facility located in Monahans, TX and operated by Capital Sand Company, Inc . This WTX facility utilizes processing equipment that is equivalent to the proposed processing equipment of the Kersey Mine and was surveyed under normal operational conditions . The equipment sound level data were used to construct a noise model using SoundPLAN 9 . 0 software . The following is provided in this report: • A brief introduction of the fundamentals of noise . • A review of the ambient sound level study results . • A review of the applicable noise standards . • Discussion of noise modeling methodology and results . r . , Mi lc ti:iik O. .. t s I • ,‘ le4 gligi • ii..:1 , __ ,, • 4 4./ _=; . . w'r ' may.fy, ` _ -j + � � T w 1 S , ---7- ki• , ) 1 L i . _L=_— __ s -^ et - , ` vi i .•.� 1 to 1 ` 1 —. _ I .\ s 4' l • es 1 1 - J?}Xig ' _m`at___•_fy = - -•', - - r • ,, - _ �t . 4j‘ rim.!: ::, _.\-p_1#,Hut _ 4 . , . ..f "� Kersey Mine Site `I r ` • n III Boundary s + �. , �,\ ' 1-St '\\' __ c--' Lq.. _ij Y r` ' ► . 4 , • t .f ,, • , 1 t; ... a4 ',f , - T -- " f' Talk: ----.---N., _ Is . . c - _ 4-14"," ..‘e . . - :* .. - :1- - . . t • 1 it......,. * *r: • ,tetisi•',,it, I !, . 4 41-kg. 'Al VS.W:all le-t•le ;I .;7% .1 . 1 • 11'Z. Pit 1 . / / p -1"—i -_ __ +`3 -i• • , ♦. tom » s'��1 A : -liti / /it N. : r — L ® A a. r ?_ Figure 1 - 1 Proposed Site Location Introduction Behrens and Associates, Inc ._ Environmental Noise Control 2 . Noise Fundamentals Sound is most commonly experienced by people as pressure waves passing through air. These rapid fluctuations in air pressure are processed by the human auditory system to produce the sensation of sound . The rate at which sound pressure changes occur is called the frequency . Frequency is usually measured as the number of oscillations per second or Hertz (Hz) . Frequencies that can be heard by a healthy human ear range from approximately 20 Hz to 20,000 Hz . Toward the lower end of this range are low-pitched sounds, including those that might be described as a "rumble" or "boom". At the higher end of the range are high-pitched sounds that might be described as a "screech" or "hiss". Environmental noise generally derives, in part, from a combination of distant noise sources . Such sources may include common experiences such as distant traffic, wind in trees, and distant industrial or farming activities . These distant sources create a low-level "background noise " in which no particular individual source is identifiable . Background noise is often relatively constant from moment to moment but varies slowly from hour to hour as natural forces change or as human activity follows its daily cycle . Superimposed on this low-level, slowly varying background noise is a succession of identifiable noisy events of relatively brief duration. These events may include the passing of single -vehicles, aircraft flyovers, screeching of brakes, and other short-term events . The presence of these short-term events causes the noise level to fluctuate . Detailed acoustical definitions are provided in Appendix A . COMMON OUTDOOR NOISE LEVEL COMMON INDOOR SOUND LEVELS dB (A) SOUND LEVELS110 , r Rock Band ) ,� „� ��. 1 00 Inside Subway Train B-747-200 Takeoff at 2 mi. (New York) Gas Lawn Mower at 3 ft. 90 Diesel Truck at 150 ft. Food Blender at 3 ft. DC-9-30 Takeoff at 2 mi. Noisy Urban Daytime sin Garbage Disposal at 3 ft. Shouting at 3 ft. B-757 Takeoff at 2 mi. 70 Vacuum Cleaner at 10 ft. Commercial Area , Normal Speech ` ' - 60 at 3 ft L - Quiet Lare Business Office Urban Daytime 50 Dishwasher Next Room Urban� NighttimeNighttime40 Small Theatre, Large Quiet Conference Room Y . r Quiet Suburban Nighttime (Background) 30 Library - Bedroom at Night -a- -- - ` Quiet Rural Nighttime Concert Hall (Backgrounely-_ 20 1 #} Broadcast & Recording CA �--- 10 Studio _it, ' it 2 : IFltrri - --- -- - � ' 0 Threshold of Hearing Figure 2- 1 Typical Indoor and Outdoor Sound Levels Noise Fundamentals ':` Behrens and Associates, Inc . Environmental Noise Control 3 . Project Noise Standards 3 . 1 Colorado Revised Statute (CRS) 25- 12- 103 The modeling analysis for the Kersey Mine was developed to predict operational noise levels 25 feet from the project parcel property lines and verify compliance of operations with the CRS 25 - 12- 103 noise standards as directed by the Weld County USR application . The CRS code establishes permissible sound levels by type of property and hours of the day. The measurement location is defined in Section 25 - 12- 103 ( 1 ) as, "sound levels of noise radiating from a property line at a distance of twenty-five feet or more therefrom in excess of the dB(A) established for the following time periods and zones shall constitute prima facie evidence that such noise is a public nuisance . " Based on the specifications of the CRS 25 - 12- 103 code, the ambient sound level survey results, as well as the surrounding land use, the Industrial noise level limits listed in Table 3 - 1 are being pursued for the Kersey Mine Use by Special Review (USR) permit and are referenced throughout this report. The plant is intended to operate during the daytime period and nighttime period therefore the industrial noise limit of 75 dBA will be utilized in this assessment. Table 3- 1 Colorado Noise Related Statute 25- 12- 103 ( 1 ) — Maximum Permissible Noise Levels Maximum Noise (dBA) Maximum Noise (dBA) Zone 7 : 00 am to next 7 : 00 pm 7 : 00 pm to next 7 :00 am Residential 55 50 Commercial 60 55 Light Industrial 70 65 Industrial 80 75 Project Noise Standards Behrens and Associates Inc . Environmental Noise Control 4. Ambient Sound Level Survey An ambient sound level survey was performed at the proposed Kersey Mine site from Thursday, January 4 to Sunday, January 7, 2024 to measure and document the ambient sound levels on and near the property prior to site construction or operational startup of the project. The instrumentation used for each monitoring location were Svantek Model 971 , Type 1 , integrating and logging sound level meters equipped with windscreens . The Svantek sound level meters were calibrated with a Quest QC- 10 calibrator prior to deployment. The metering systems were deployed in accordance with the CRS 25 - 12- 103 standards . A Davis Vantage Vue weather station was deployed to measure wind speeds on site . The ambient survey included the measurement of A-weighted (dBA) sound pressure levels documented as hourly and 5 -minute equivalent sound levels (Leq) . No site operations or site construction activities were taking place throughout the duration of the survey . Per the CRS code, sound level measurements should not be conducted when the wind velocity exceeds five (5 ) miles per hour. As a result, the weather data recorded during the survey has been used to excluded sound level readings captured when wind speeds exceeded five (5 ) miles per hour from the reported results . At Monitoring Location 1 between 8 pm and 10 pm on January 4, data was excluded where sound pressure levels were elevated due to the presence of animal activity . The measured ambient noise levels were used to calculate daytime (7am to 7pm) and nighttime (7pm to 7am) equivalent (Leq) values at the three monitoring locations shown in Figure 3 - 1 . The calculated ambient daytime and nighttime noise levels are summarized in Table 3 - 1 . The measured 1 -hour and 5 -minute Leq values are show graphically and in tables in Appendix B . Pictures of each deployment location are also shown in Appendix B . Table 3 - 1 presents the overall dBA daytime and nighttime equivalent (Leq) ambient sound level per day for the entire deployment period with sound level data during high winds (> 5mph) omitted per CRS 25 - 12 - 103 noise code . The measured sound levels vary between the daytime and nighttime periods and also vary per monitoring location. Noise level variations throughout the day are typically caused by daily cycles in traffic levels and other surrounding industrial, commercial, and residential activities . Table 4- 1 Average Ambient Sound Level Measurements Monitoring Location 1 Monitoring Location 2 Monitoring Location 3 Daytime Leq Nighttime Daytime Leq Nighttime Daytime Leq Nighttime Day Ambient Leq Ambient Ambient Leq Ambient Ambient Leq Ambient Noise Levels Noise Levels Noise Levels Noise Levels Noise Levels Noise Levels dBA dBA dBA dBA dBA dBA 1/4 - 1/5 32 36 36 34 33 34 1/5 - 1/6 41 40 36 35 36 36 1/6 - 1/7 32 36 34 35 33 29 1/7 38 - 37 - 36 - Overall 37 37 .36 35 J5 33 Leq Note : January 4-5 Daytime is an Leq from 1 pm until 7pm, and January 7 Daytime is an Leq from 7am until l pm . Ambient Sound Level Survey Behrens and Associates , Inc . Environmental Noise Control ., V , L F 'r ` Monitoring Location 1 • • ' $ - • • i t' Kersey Mine ; 1 . '• �� Site Boundary �.4.�- •---.— -r: r -N. ,-it/ , ` ir is r, 4 - - - — — .a ; ' . .nr----444 - 7 , . ,, ., . IT _. _ _ __ ..... 7:\s, _ L. I 0 : - ► ; Ps 4 . , _ i P, lb! . , W Alfr— --b._ I .- ,i I r a r. _- t fie ' .f14 1` * I r O 4 I, + •.`4- , l y \ . 0 w •1 4 • M 4 I I' glow r' I , ti• r Monitoring Location 3 =T - - +' �: 1 - V , and Weather Location t [ illy f r s 1 A 1 i ` ,� itHi t 6 v �s„ -tee ► 1 • '' 11 4:friortit � , , j 1 lyk, it. _ -, . t .. .. , , .t 'et' r• A . ti- , I -% t k 4 SI t\t:I . ‘ liifrt 41, , \ _AP if \ --. I / �` Monitoring Location 2 .4 . . J ' 0 t 4 Ilk I Figure 4- 1 Ambient Monitoring Locations g Ambient Sound Level Survey 5 Behrens and Associates Inc . Environmental Noise Control 5. Kersey Mine Noise Modeling 5. 1 Noise Modeling Methodology The noise modeling was completed with three -dimensional computer noise modeling software . All models in this report were developed with SoundPLAN 9 . 0 software using the International Organization for Standardization (ISO) 9613 -2 standard . Noise levels are predicted based on the locations, noise levels , and frequency spectra of the noise sources, and the geometry and reflective properties of the local terrain, buildings , and barriers . SoundPLAN 9 . 0 software simulates light downwind conditions in all directions resulting in conservative assessments . The predicted noise levels represent only the contribution of the proposed facility operations and do not include ambient noise or noise from other facilities . Actual field sound level measurements may vary from the modeled noise levels due to other noise sources such as traffic, other facilities, other human activity, or environmental factors . To assess the predicted noise levels of the proposed Kersey Mine processing plant operations, Behrens and Associates Environmental Noise Control (BAENC) conducted an onsite equipment sound level survey on January 8 , 2020 of the existing WTX sand and gravel processing facility located in Monahans, TX and operated by Capital Sand Company, Inc . This existing WTX facility utilizes processing equipment that is equivalent to the proposed processing equipment of the Kersey Mine and was surveyed under normal operational conditions . For the sand extraction operations, it was assumed that excavation of material could occur within 10 feet of the property boundary . To account for cumulative noise emanating from the processing plant and sand extraction operation, the sand extraction operation was placed adjacent to the processing plant. The excavator was assumed to be operating within a circular area 200 ft in diameter, where the closest point of the circular area is 10 feet from the northern property boundary . The haul truck path was assumed based on the location of the selected sand extraction area and inputted in the sound model as a line source from the location of sand extraction to the processing plant. See Figure 5 -2 for the assumed sand extraction area and haul truck path . It is noted that the sand extraction area will move throughout the project boundary sequentially as the project progresses over a 20-year span from mine commencement. It is assumed that as sand is extracted further away from the processing plant, sounds levels at the loudest point, 25 feet from the property boundary will decrease due to the addition of noise from the processing plant becoming less significant. The predicted modeling results are based on equipment orientation as indicated on the layout provided by TRC dated 10/23/23 . As conveyor paths were not shown in the layout, they were assumed based on the layout of a similar mining operation. Table 5 - 1 to Table 5 -3 list the modeled equipment for the facility and the calibrated sound power level (Lw) for each piece of modeled equipment . The equipment list is representative of major noise producing equipment as measured during the WTX equipment sound level survey except for the sand extraction equipment which was sourced from the Federal Highway Administration (FHWA) Construction Noise Handbook . Kersey Mine Noise Modeling Behrens and Associates, Inc . Environmental Noise Control Table 5- 1 Equipment Modeled for Wet Plant Quantity Equipment Type Source Sound Power Level (Lw dBA) 4 Conveyor 86 . 5 2 Screen Shaker 98 .4 4 Clarified Water Tank Pump 96 . 5 2 Secondary Screen (Dewatering) 89 . 6 1 Pump (P06) 88 . 3 1 Pump (P07) 86 . 1 1 Pump (P08 ) 88 . 3 1 Pump (P09) 86 . 2 Table 5-2 Equipment Modeled for Dry Plant Quantity Equipment Type Source Sound Power Level (Lw dBA) 6 Conveyor 86 . 5 3 Loading Hopper 82 . 2 1 Transfer Blower 96 . 5 3 Trommel 106 . 3 6 Baghouse Draft Fan 103 . 9 6 s Baghouse Heat Fan 117 . 1 3 Dry Screen 86 . 6 1 Truck Loadout Station 91 . 0 Table 5-3 Equipment Modeled for Sand Extraction Quantity Equipment Type Source Sound Power Level (Lw dBA) Usage Factor (%) 4 Haul Truck 119 . 2 40 1 Excavator 116 . 0 40 Kersey Mine Noise Modeling Behrens and Associates, Inc ._ Environmental Noise Control NORTHERN MINING LIMITS mod' r t� 4" 40°26'22.0 N 104°25'3035" W -4 SCALEHOUSE T9 TI +s SCALES/LOADOUT 1 k�G �Q`p,F 1 -0-_ 60' 165' 4 i 4 QUALITY ,Est'°4�-O 30' 54`x' OC AIR. jFFKECONTR s9Jst COMPRESSOR Tgpf" 50' _ . 00 STORAGE STORAGE r MINE OFFICE \ EMPLOYEE C\ OFFICES BREAKROOM AIR WET PLANT COMPRESSOR ENCLOSURE eyil -----\\ T06N R63W SEC 34 T05N R63W SEC 03 WATER TREATMENT D'RY STORAGE BLDGSAND WET SAND STORAGE BLDG Figure 5- 1 Kersey Mine Processing Plant & Facilities Layout Document, Dated October 2023 Kersey Mine Noise Modeling Behrens and Associates, Inc . Environmental Noise Control 5.2 Noise Sensitive Receptors A noise sensitive receptor was chosen to be consistent with the requirements of the CRS 25 - 12- 103 noise standards . The requirements indicate that sound levels radiating from a property line at a distance of 25 feet or more shall comply with a sound limit of 75 dBA as described in Section 3 . 1 . As such, a receptor location closest to the sand extraction and processing plant operations was placed in the sound model at 25 feet from the proposed project boundary to represent a potential regulatory measurement point. This location was chosen because noise is expected to be loudest at a point closest to both the processing plant and sand extraction operations operating simultaneously. Figure 5 -9 shows the dBA noise sensitive receptor location relative to the mining and processing activities . To show compliance at 25 ft from the project boundary at all other locations relative to the assumed placement of noise sources , a noise contour map was provided in Section 5 . 3 . Kersey Mine Noise Modeling Behrens and Associates Inc . 1 Environmental Noise Control • Ilk Receptor 1 .ar r �.�. ...r-�•— � . - .-.___ - {' 1111 _ . . • - - Y . -.._r.i_..: L n r sw • 25 ft from . r t Assumed operating 1 project .. area for excavator boundary r ii . (St , ._' ' ' ' .v•ii , . , . *Tr li. . -0111.. .. s. i • • I - . ad" llillillii I . , gperlif I. '• .1. • , •:, ill I I _ . . _ _ toop -_,'1:Ir ;, , _ . . _ . lk Assumed haul - truck path . • ` " Processing . plant -. . - Figure 5-2 Receptor Locations Kersey Mine Noise Modeling Behrens and Associates, Inc . Environmental Noise Control 5.3 Noise Modeling Results The results of the noise modeling are presented in Table 5 -4 . The locations in the tables correspond to the receptor location identified in Figure 5 -2 . The results of the noise modeling are also shown as noise contour maps . Figure 5 -3 shows the noise contour map in the A-weighted scale for the entire project and Figure 5 -4 shows the noise contour map zoomed in closer to the Receptor 1 . The noise contours are provided in 5 dB increments with the color scale indicating the sound level of each contour. The predicted noise levels represent only the contribution of the project operations and do not include ambient noise or noise from other facilities . Ambient data is not included in the modeling results since the ambient sound levels vary by monitoring location and day to day, as indicated in Table 4- 1 , and therefore will have varying levels of contribution to the overall measured field sound levels depending on the time of day and location . The results of the noise modeling indicate that the modeled receptor is predicted to comply with the proposed Industrial USR noise limits for the proposed sand mining operations . Table 5-4 Noise Modeling Results Receptor Location Description Sound Pressure Level (dBA) 1 25 ft. from North USR Boundary 72 . 5 Proposed USR Noise Level Limit 25 ft. from the proposed USR boundary 80 Day / 75 Night Kersey Mine Noise Modeling Behrens and Associates , Inc . Environmental Noise Control : � il i h 1 -_ jeAL 1AI. , --1-VV\I\ r ... : , , . /jig . . Noise Level , dBA Q ,� - ._ Receptor 1 — 72 .5 dBA - 30 . 0 I , _ ' \I\ • I � y Mli �,,� f - 35 . 0 rI It „ a ri l W h = 40 . 0 I*itilit- — 45 . 0 a 50 . 0 ct . = 55 . 0 I = 60 . 0 a ,— 05 . 0 - • — x'0 . 0 _ 75 . 0 = 80 .0 4 85 . 0 — I c�.,'4 00 . 0 I Y. l I a r 4 At re I P- I -411 4 "� -1 0 0. 25 0.5 0.75 is, SIIP miles 1 r ` ♦- Virki s j \anir ' II Figure 5-3 Noise Contour Map of Entire Project Area (dBA) Kersey Mine Noise Modeling Behrens and Associates , Inc . -4.-MAP Environmental Noise Control Receptor 1 — 72.5 dBA I Noise Level , dBA I-. CIL l.ri" _ _____-L----------- = 30 . 0 - � O 4QUz6'22.04" N = 35 . 0 41 '04'25'30.551' W scA._-HOUSE = 40 . x► = 45 . 0 n SCALES/LOADOUT f 50 . 0 _ 55 . 0 1�5' ' , IT:774X7 60 . 0 - 60' = 65 . 0 {� ic 30 C )NTROL `' ` `� ti' COMPRESSOR -FILE = 75 . 0 Z RDAD ' Ica �l _ -�--\ 5 _ 80 . 0 ,, P .. `- ._ �tti 1 a . _ NTENAI . '`E/PARTS `` S -9RAGE - _ - . _ l 1 l -----'l I----13, 1l �} 90 . 0 i t, , MINE OFFICE s\ c1- \ \,� E LC)4'E _ '� 5' L fir— ‘ : ' ,' ',+ - - — __ 5\ 1 ..--- R , CANT ti ENCL ' t t \ an\i se. .,.__.--\--: ,� / -rr-----\. C,—, I __.— .—TO5N R63W SE - 03 WATER '1, ti� '' TREATMENT 4 ti t'ti DRY SAND - 4. ti \, STORAGE BLD r�< 'ti , %ti .,_, �� 0 100 200 3O0 f�eet t ,' y ' ti vtrL— cfe4D j STORAGE 2 I_ DC3 Figure 5-4 Noise Contour Map of Processing Plant and Sand Excavation Operation (dBA) Kersey Mine Noise Modeling Behrens and Associates, Inc ._ Environmental Noise Control 6. Conclusion A predictive noise model was created to represent the proposed operations at the Kersey Mine to be operated by the Colorado Sand Company LLC . Equipment selection and placement was provided by TRC based upon site layout documents dated October 2023 . To assess the predicted noise levels of the proposed Kersey Mine processing operations, BAENC conducted an onsite equipment sound level survey on January 8 , 2020 of an existing WTX sand and gravel processing facility located in Monahans, TX . This existing WTX facility utilizes processing equipment that is equivalent to the proposed processing equipment of the Kersey Mine and was surveyed under normal operational conditions . For the sand extraction operations, it was assumed that excavation of material could occur within 10 feet of the property boundary . To account for cumulative noise emanating from the processing plant and the sand extraction operation, the sand extraction operation was placed adjacent to the processing plant. The excavator was assumed to be operating within a circular area 200 ft in diameter, where the closest point of the circular area is 10 feet from the northern property boundary . The equipment sound level data were used to construct a noise model using SoundPLAN 9 . 0 software . A noise sensitive receptor location included in the model was placed in compliance with the USR application noise standards of CRS 25 - 12- 103 at a point representing cumulative noise emanating from the processing equipment and adjacent sand extraction operations . The numerical and graphical noise modeling results indicate that the proposed operations of the Kersey Mine are predicted to comply with the proposed USR daytime and nighttime Industrial limits for CRS 25- 12- 103 at 25 feet from the property boundary. Conclusion Behrens and Associates, Inc . Environmental Noise Control Appendix A Glossary of Acoustical Terms Glossary of Acoustical Terms Behrens and Associates Inc . 4v\AIVP Environmental Noise Control Ambient Noise The all-encompassing noise associated with a given environment at a specified time, usually a composite of sound from many sources both near and far. Average Sound Level See Equivalent-Continuous Sound Level A-Weighted Sound Level, dB(A) The sound level obtained by use of A-weighting . Weighting systems were developed to measure sound in a way that more closely mimics the ear' s natural sensitivity relative to frequency so that the instrument is less sensitive to noise at frequencies where the human ear is less sensitive and more sensitive at frequencies where the human ear is more sensitive . Decibel (dB) The basic unit of measurement for sound level . Equivalent-Continuous Sound Level (Leq) The average sound level measured over a specified time period . It is a single -number measure of time-varying noise over a specified time period . It is the level of a steady sound that, in a stated time period and at a stated location, has the same A-Weighted sound energy as the time-varying sound . For example, a person who experiences an Leq of 60 dB(A) for a period of 10 minutes standing next to a busy street is exposed to the same amount of sound energy as if he had experienced a constant noise level of 60 dB(A) for 10 minutes rather than the time -varying traffic noise level . Frequency The number of oscillations per second of a sound wave Inverse Square Law A rule by which the sound intensity varies inversely with the square of the distance from the source . This results in a 6dB decrease in sound pressure level for each doubling of distance from the source . Ln Sound Level Time-varying noise environments may be expressed in terms of the noise level that is exceeded for a certain percentage of the total measurement time . These statistical noise levels are denoted Ln, where n is the percent of time . For example, the L50 is the noise level exceeded for 50% of the time . For a 1 -hour measurement period, the L50 would be the noise level exceeded for a cumulative period of 30 minutes in that hour. Octave The frequency interval between two sounds whose frequency ratio is 2 . For example, the frequency interval between 500 Hz and 1 ,000 Hz is one octave . Octave-Band Sound Level For an octave frequency band, the sound pressure level of the sound contained within that band . One-Third Octave The frequency interval between two sounds whose frequency ratio is 2"( 1/3 ) . For example, the frequency interval between 200 Hz and 250 Hz is one -third octave . Glossary of Acoustical Terms Behrens and Associates, Inc . Environmental Noise Control One-Third-Octave-Band Sound Level For a one -third-octave frequency band, the sound pressure level of the sound contained within that band . Point Source A source that radiates sound as if from a single point . Receptor A person (or persons) or equipment which is affected by noise . Sound A physical disturbance in a medium (e .g . , air) that is capable of being detected by the human ear. Sound Level Meter (SLM) An instrument used for the measurement of sound level, with a standard frequency-weighting and standard exponentially weighted time averaging . Sound Power Level A physical measure of the amount of power a sound source radiates into the surrounding air. It is measured in decibels . Sound Pressure Level A physical measure of the magnitude of a sound. It is related to the sound' s energy. The terms sound pressure level and sound level are often used interchangeably . Tone A sound with a distinct pitch Windscreen A porous covering for a microphone, designed to reduce the noise generated by the passage of wind over the microphone . Glossary of Acoustical Terms Behrens and Associates, Inc . Environmental Noise Control Appendix A Ambient Sound Level Survey Data Ambient Sound Level Survey Dat Behrens and Associates , Inc . Environmental No ise Control • .. - - - - -- - -' - r --- _ .- ` --r- - - - .- . .. i mil. ;mad - • •'.,��• �a�.-''f:1._ 1� s,. - y♦ :._ - • v -i- �, . . .�_Ejc - •--c . �_ -x.. -^4 •.,:s^s•A..,-� it Jr� .-' - •+.-,•. _ ' .a. .. •_`a ..„,,...,,,m,....::::„ w .�0r,r��hKio�•:�r "_7-b3/4 \isfe\AP:7_, , .. .:\......:::._ ,,,,....t.:, 'I�I�a +� • �,.r ✓r J ".lt; .c.'• . '� .. 4,. IG , -H .I• 1 1 'yy�' :hh 'l <• ,y' ,'- t - .: `.'4 , e•, • •erk� «rl/l' ICl -1 `, '. - � � , - } -S_ �•t 'A •'t, f' l`'1' s, i ,a :G,fIIY1 .• . 1L Iw �Lr - .: •a 1 flf.r • l 11 y :' • 1 ' h} -1'{1.M t �'�,Jf 1 t 4' '+, y rL :�l `. 3t ,*�?i 11ai iL { • � 4 . lj -•ty:� �Jl t hjV`'�., .� «•1!, qF M '. I ~ • ' a - •• K -a-� - 1. `�1} .� a.a�y �r .�" .. f ��-a t L T" 1 • I Y,y '+ � i} •� ((,, F.1a. ^ 1 .�' „ .l t �.• � 1a4 .•` aL11� ' �yt 'h 'y,;�1 I /r ♦ fti • • � ♦'l , r[r : t . 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NAP Environmental Noise Control TRC Companies —cBA Kersey Mine —Wind 100 Ambient Sound Level Survey - Location 1 40 95 90 35 85 80 Animal Activity 75 30 70 65 25 c' 60 J 15 55 Q - 50 20 1 2 as 45 J 40 v CL 15 c) 35 30 25 - 10 20 15 5 10 5 0 — _ — 0 222222222222222222222222222222222222 Ci rt- Cl- a. d a. < 4 4 4 4 < a_ o_ rZ a. < < < < 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . . . . . . . . . . . . . M Cr; IC Cl H H en Ul", N Cl H H M N Cl H H en UI N Cl H H r� u1 I G3 H e-1 (n Ui N Cl H January 4 - January 7, 2024 Figure B-4 Ambient Monitoring Location #1 — 1 Hr Leq Data Ambient Sound Level Survey Data Ir Behrens and Associates , Inc . aNv\is Environmental Noise Control TRC Companies 4—dBA Kersey Mine Wind 100Ambient Sound Level Survey - Location 1 40 95 35 85 80 7 5 t 70 55 25 c 6n 5 i I L " i� I V ?iv 40 J a_ II 15 v) -0 35 . _ . _ I ,--. 25 1 . , - _ a . 10 20 ,. _ • 15 10 — - 0 - _ - 0 c_ a_ O_ a_ cC C C C < C 0_ 0. 0_ 0- c_ d Q Q cL cc c a- a- a- a- a- O- cc Q < cL C Q 0 C, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0) 0 0 (0 O 0 0 0 0 0 CS 0 0 0 0 0 0 0 Cp C) r'+ 0 (0 O O 0 0 C) C) 0 0 0 0 C, r,-,- r,-,- 0 0 0 © Cs C C) s1 CS CS O G O 0, J T-I u1 a`; c?rl CA a-i tLi ;I f•r i Lis; f- a' rt +--I i^t i u7 i s e, iI ci c`r 1 u°`i t &') i1 .,Li rfl Ui A: a �l I ! r-i rI r-I January 4 - January 7, 2024 Figure B-5 Ambient Monitoring Location #1 — 5 Min Leq Data Ambient Sound Level Survey Data -- Behrens and Associates , Inc . Environmental Noise Control TRC Companies sdBA Kersey Mine —Wind 1u� Ambient Sound Level Survey - Location 2 40 95 90 35 8.5 80 75 30 70 65 .�, 25 v 60 L5 55 o 50 20 45cu ~� 40 C) 15c) r 35 to an, �— 30 §- 25 10 20 15 5 10 5 - 0 - 0 ii2222 22 2 22222 2222 2 22 2 22222222222222 CL CL a. C < < < < < a. as a. CL < < < < cC < a. C- a_ a. < < < < < C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a a a 0 a 9. 0 0 0 0 0 0 0 0 0 0 0 c? 0 0 0 o ° 9. 0 9. 0 0 0 p N G', ri ri en �7 N 01 ri cry N r I ri m L a r"�- vl �--I c—I C'r; N Cl r-I - en �1 r-% Ci e� ra ra r♦ ra ra � January 4 - January 7, 2024 Figure B-6 Ambient Monitoring Location #2 — 1 Hr Leq Data Ambient Sound Level Survey Data 24 Behrens and Associates , Inc . -----,At Environmental Noise Control TRH Companies — ciBA Kersey Mine Wind lay Ambient Sound Level Survey - Location 2 40 95 90 - - 35 85 80 75 30 70 65 - - .� 25 cr 60 a) a0 55 = 50 20 LA 45 .__ . . i I _ C) > 40 i C 15 35 L 30 I 25 — 110 20 15 - 5 10 lilir — — • _ _ __ . . __0_ a_ 0_ ci 3_ s cC C C < C < 0_ 3- = 0- ` cl_ < Q C d C C a_ a_ 0- a- s cL C d C C < d 0 0 0 0 0 0 C cp ,0 0 C 0 0 0 0 0 C 0 0 0 0 0 C 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 co o Q a c a a 0 ,0 0 ro 0 0 0 c o c) o a C o 0 0 0 O G o o o c a 0 ri i-,r; t:rJ r`- ra; —i ;-I Cr; r .: akc ;-1 rl ,"`") jr; (~- C<; r-1 r-I Rt1 u') f'z-- I ,:-1 r-1 Cr; er; 'H c:e-; v i f' . 01 *,--I r-1 1--I H TH 'H H January 4 - January 7, 2024 Figure B-7 Ambient Monitoring Location #2 — 5 Min Leq Data Ambient Sound Level Survey Data Behrens and Associates , Inc . NAP Environmental Noise Control TRC Companies dBA Kersey Mine Wind 100 Ambient Sound Level Survey - Location 3 40 95 90 35 85 80 75 30 70 65 25 C 60 se 55 o 50 20 rLi v 45 z3 —' 40 ty 15 v) 35 c 30 25 10 20 • 15 - 5 10 - - -- - 5 - 0 _ 0 a. a. 0 a. 0 a. CC < < < < < a. a_ a. a. On a Q < < < < < a. a. a- a- On a. < < < < d CC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a0 a0 0 a 0 0 0 0 0 0 0 0 0 0 o a 0 0 0 0 0 0 0 0 0 0 o Q . . . . . . . . .. .. . . . . . . . . . . . . . . . . Cr; . . . . . . r:": . H m N H e-1 e N Ja H 1-i e N C; H c•1 iii �"i N Cl H 1.4 if; fi Cl H c-1 � Cr; N Cl ri January 4 - January 7, 2024 Figure B-8 Ambient Monitoring Location #3 — 1 Hr Leq Data Ambient Sound Level Survey Data rib Behrens and Associates , Inc . NAP Environmental Noise Control TRC Companies ad BA Kersey Mine —r inch 100 Ambient Sound Level Survey - Location 3 40 95 90 35 85 80 75 30 70 —. 65 �, 25 cg 60 . 55 - . 50 ,_ 20 c E ! , 2 L' 45 — z3 y cu 40 _ ..., IF\li, _ Q t jolt 1 I- 15 cn Lr 35 -r C I C a 30 I 25 — - 10 20A , milk/15 _ I , ) 5 10 - . .. . li . • 0 ii , , 0 222222222222222222222222222 2 22222222 a a a a a a < 4 < < < < a. a. a a a_ o_ <CC CC < Ct Ct < Cl. a a a. a_ a < < < C < 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o ca 0 Cr) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H en Ln r~ ai H ri sir; Cr; r� Cl c-1 H M L?.; r:-: rn r-i ri m Cr; r Cl H H ir; L:;-; r Cl ;-1ri iii Lr; r C H s-H H H H ri ri January 4 - .January 7, 2024 Figure B-9 Ambient Monitoring Location #3 — 5 Min Leq Data Ambient Sound Level Survey Data le III Behrens and Associates, Inc . Environmental Noise Control TRC Companies - Kersey Mine Location 1 - Hourly Leq Time dBA Time dBA 1 :00 PM 28 1 :00 AM 35 2:00 PM 31 2:00 AM 36 3 :00 PM 32 3 :00 AM 39 4:00 PM 32 4:00 AM 42 5 :00 PM 34 5 :00 AM 44 6 :00 PM 32 6 :00 AM 40 7:00 PM 34 7:00 AM 36 8 :00 PM 57 8 :00 AM 37 9:00 PM 51 9:00 AM 41 10 :00 PM 59 10 :00 AM 40 11 :00 PM 35 11 :00 AM 38 Fri 5-Jan 36 12:00 PM 36 1 :00 AM 37 1 :00 PM 32 2:00 AM 37 2 :00 PM 31 3 :00 AM 36 3 :00 PM 31 4:00 AM 37 4:00 PM 30 5 :00 AM 36 5 :00 PM 31 6 :00 AM 40 6 :00 PM 34 7:00 AM 39 7:00 PM 33 8 :00 AM 43 8 :00 PM 34 9:00 AM 40 9:00 PM 32 10 :00 AM 35 10 :00 PM 35 11 :00 AM 38 11 :00 PM 34 12:00 PM 57 Sun 7-Jan 34 1 :00 PM 63 1 :00 AM 35 2:00 PM 58 2 :00 AM 35 3 :00 PM 57 3 :00 AM 30 4:00 PM 50 4:00 AM 32 5 :00 PM 36 5 :00 AM 36 6 :00 PM 41 6 :00 AM 43 7:00 PM 40 7:00 AM 36 8 :00 PM 42 8 :00 AM 39 9:00 PM 39 9:00 AM 41 10 :00 PM 40 10 :00 AM 31 11 :00 PM 35 11 :00 AM 37 Sat 6-Jan 33 12:00 PM 37 Ambient Sound Level Survey Data Behrens and Associates, Inc . Environmental Noise Control TRC Companies - Kersey Mine Location 2 - Hourly Leq Time dBA Time dBA 1 :00 PM 31 1 :00 AM 35 2:00 PM 34 2:00 AM 34 3 :00 PM 35 3 :00 AM 33 4:00 PM 34 4:00 AM 34 5 :00 PM 39 5 :00 AM 36 6 :00 PM 35 6 :00 AM 36 7:00 PM 36 7:00 AM 37 8 :00 PM 36 8 :00 AM 40 9:00 PM 33 9:00 AM 39 10: 00 PM 31 10 :00 AM 40 11 :00 PM 33 11 :00 AM 37 Fri 5-Jan 33 12:00 PM 38 1 :00 AM 33 1 :00 PM 37 2:00 AM 34 2:00 PM 32 3 :00 AM 35 3 :00 PM 28 4:00 AM 34 4:00 PM 32 5 :00 AM 36 5 :00 PM 33 6 :00 AM 35 6 :00 PM 37 7:00 AM 37 7:00 PM 34 8 :00 AM 42 8 :00 PM 34 9:00 AM 35 9:00 PM 35 10:00 AM 32 10 :00 PM 33 11 : 00 AM 34 11 :00 PM 33 12:00 PM 54 Sun 7-Jan 35 1 :00 PM 59 1 :00 AM 36 2:00 PM 55 2:00 AM 37 3 :00 PM 56 3 :00 AM 38 4:00 PM 48 4:00 AM 34 5 :00 PM 39 5 :00 AM 34 6 :00 PM 37 6 :00 AM 36 7:00 PM 40 7:00 AM 39 8 :00 PM 41 8 :00 AM 39 9:00 PM 38 9:00 AM 39 10:00 PM 38 10 :00 AM 36 11 :00 PM 40 11 :00 AM 34 Sat 6-Jan 36 12:00 PM 36 Ambient Sound Level Survey Data Behrens and Associates, Inc . Environmental Noise Control TRC Companies - Kersey Mine Location 3 - Hourly Leq Time dBA Time dBA 1 :00 PM 30 1 :00 AM 35 2:00 PM 32 2:00 AM 35 3 :00 PM 33 3 :00 AM 40 4:00 PM 33 4:00 AM 38 5 :00 PM 36 5 :00 AM 38 6 :00 PM 33 6 :00 AM 37 7:00 PM 37 7:00 AM 37 8 :00 PM 33 8 :00 AM 45 9:00 PM 31 9:00 AM 46 10: 00 PM 28 10 :00 AM 41 11 :00 PM 30 11 :00 AM 44 Fri 5-Jan 32 12:00 PM 40 1 :00 AM 29 1 :00 PM 41 2:00 AM 35 2:00 PM 31 3 :00 AM 35 3 :00 PM 29 4:00 AM 36 4:00 PM 29 5 :00 AM 37 5 :00 PM 29 6 :00 AM 36 6 :00 PM 31 7:00 AM 39 7:00 PM 30 8 :00 AM 50 8 :00 PM 30 9:00 AM 35 9:00 PM 31 10:00 AM 34 10 :00 PM 28 11 : 00 AM 33 11 :00 PM 23 12:00 PM 63 Sun 7-Jan 24 1 :00 PM 68 1 :00 AM 27 2:00 PM 60 2:00 AM 26 3 :00 PM 65 3 :00 AM 28 4:00 PM 60 4:00 AM 30 5 :00 PM 38 5 :00 AM 31 6 :00 PM 39 6 :00 AM 32 7:00 PM 43 7:00 AM 35 8 :00 PM 46 8 :00 AM 36 9:00 PM 41 9:00 AM 37 10:00 PM 43 10 :00 AM 37 11 :00 PM 45 11 :00 AM 33 Sat 6-Jan 40 12:00 PM 42 Ambient Sound Level Survey Data Exhibit 28 Page 3 EXHIBIT 28-2 SOUND ANALYSIS LETTER A supplemental letter from Behrens and Associates, Inc. showing compliance with the Colorado Revised Statute 12 - 103 noise regulations is attached. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: Behrens and Associates , Inc . Environmental Noise Control June 21 , 2024 TRC Companies 1526 Cole Blvd, Suite 150 Lakewood, CO 80401 Attention : Grant Waldie Subject: Sound Modeling Letter Dear Mr. Waldie, This letter is in reference to the Behrens and Associates ("BAENC") report titled Kersey Mine Noise Modeling Report dated January 23 , 2024 . The report describes the methodology and results of the sound modeling conducted for the Kersey Mine project showing compliance with the Colorado Revised Statute 12 - 103 noise regulations . BAENC was notified by TRC Companies that the plant has moved southeast of the previous location shown in the BAENC report. The revised location of the plant is shown in Figure 1 . It is the opinion of BAENC that sound levels would likely remain in compliance with the Colorado Revised Statute 12- 103 noise regulations at the revised plant location . Similar results would be expected at the revised location for excavation activities however, considering the facility appears to be moving further from the closest property line then it is likely that sound levels would be quieter at the surrounding property lines resulting in lower sound levels at the compliance points than previously reported . Therefore, it is expected that the Kersey Mine project would remain in compliance with the Colorado Revised Statute 12- 103 noise regulations at the revised location . Please contact me with any further questions . Best Regards, Rmtlr. Justin Puggioni Principal Acoustical Engineer Page 1 of 2 Behrens and Associates , Inc ._ Environmental Noise Control a 1\A A V\I\ife ti Re-ad 70 o - 392 a ED SEC 18 1� = a SEC 1is SE I PSEC 13 SEC 17 -- ' SEC 16 SEC 15 SEC 1 SEC 13 F rot I i ..._ it j 8arnesviill}e CvUIILY Ca V .,W -r - "—... . " 1. - D CR68 IS la Z -Y ONLINE M N CO co Blue shows SEC SEC: 2 SEC 2::t SEC 24 CO CAD SEC 9 SE 2 SEC 24 previous proposed �' ( u' location of plant . 2T Ns A2 - - O 22 I Csunty it ad Cd-C THIS LINE ADJUSTED TO SEC 7 BEET FIT EXISTING ROADS , SEC 25 SEC 30 ' -F _^ SEC 28 SITE ENTRANCE: SITE EXIT: County - Roa-d C.4 LAT: 40°26'22.04"N LAT: 40°26'20.92"N(4)SEMENT WRITTEN T( LONG : 104°25'30.55"W LONG: 104°25'06.53"W I IN THE SOUTH HALF OF I� SEC 36 SEC 31 _.480 - _ SITE EXIT: SOUTH HALF, SCIUTH HALF s LAT: 40°26'2.94"N +� T6Igi R63W S34---_______, LONG: 104°25'04.91 "W ( 1-/ 1 6N 07 '934100003 4 , } &Mar 6N 62W 63 A i � 5N 63 Al AREALAREAL Ill 5N 62W SITE ENTRANCE: N pLA r - LAT: 40°26'1 .64"N AREA l _ SEC Of SEC 06 SEG 0- LONG: 104°25'38.70"W SEC f1, SEC 01 _ N R63W SO3 • T5N R63W S4 . 096 I - "009 096502100001 3. _ - . . - , _ a _ a r Black cloud KERSEY MINE T5N R63W $10 PERMIT AREA O ' T5N R63W S11 shows current BOUNDARY a ' 096511100002 proposed - SEC 1?_ SEC 07 SEC 08 - - 96f 0 location of plant. le Cv) Q a a a N. T5N R63W S15 " T5N R63W S14 I 096515100004 096514100001 l SEC I?t SEC 18 SEC 17 SEC 15 -zl ; E .;Al 1 N I it I ' " EL L- Q KERSEY MINE PERMIT AREA BOUNDARY PROJECT COLORADO SAND COMPANY II , LLC KERSEY DINE _ _ I PLANT AREA WELD COUNTY, COLORADO • J PARCEL .BOUNDARY 0 1�50 500 TITLE: - HAUL ROAD FEET SITE ACCESS 1 :66,000 1 " = 5 .500' WY NE DRAWN BY: J. STRONA PROD NO.: 535891 NOTE: i a ' -I CHECKED BY: B TRACY PARCEL IDENTIFICATION NUMBER DISPLAYED BENEATH - - APPROVED BY E. PENATE EXHIBIT A-2 TOWNSHIP, RANGE, SECTION ID �,_ DATE: APRIL 2024 CO .117 1526 COLE BOULEVARD I I 4 TRCBUILDING 3 SUITE 150 S. • LAKEJ4`O�OD; CO 00401 BASE MAP: WORLD TOPOGRAPHIC MAP ESRI (2023) - PHONE, 303.792.5555 DATA SOURCES: TRC NM P A FILE: COLORADO SAND CO KERSEY MINE Figure 1 Plant Location Page 2 of 2 Exhibit 32 Page 1 EXHIBIT 32 NUISANCE ABATEMENT PLAN Regarding pests, manure, etc., a NuisanceAbatement Plan may be needed as determined by Environmental Health. Operations Policies Section 23-4-290. G: Prior to starting excavation in certain specific instances, as first determined by individual investigation by the Board of County Commissioners, where excavations are considered hazardous or otherwise harmful to nearby residents or to their property, the Board of County Commissioners may require the excavations to be fenced or that some other action be taken on the part of an operator in order to minimize the hazardous situation. Chain link fencing to keep out young children, three-strand barb wire to keep out LIVESTOCK, acceleration/deceleration lanes to facilitate the safe/smooth flow of traffic, and water augmentation to compensate for water losses caused by evaporation are examples of actions which may be required by die Board. Colorado Sand Company II, LLC (CSC) does not anticipate encountering any nuisances such as pests, manure, livestock, etc. A Dust Abatement Plan, Waste Handling Plan, and Noise Abatement Plan are provided in the USR Application package. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised: Exhibit 27 Page 1 EXHIBIT 27 SEWAGE DISPOSAL DOCUMENTATION Example: An On-site wastewater treatment system permit or application or bill from a sanitary sewer district. Design Standards Section 23-2-240.A: An applicant for a Use by Special Review shall demonstrate compliance with the following design standards in the application and shall continue to meet these standards if approved for development. Adequate sewer service is available to the site to serve the uses permitted. A Septic Plan is attached. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised : 3 ROCKS ENGINEERING & SURVEYING June 28, 2024 TRC Companies 1526 Cole Blvd, Suite 150 Lakewood, CO 80401 Attention : Mr. Grant Waldie, PE Subject : Kersey Mine, Colorado Sand Company II, LLC ( OWTS, Onsite Wastewater Treatment System ) Mr. Waldie, At TRC' s request, 3 Rocks Engineering has designed three OWTS' s for the proposed Kersey Mine ( Colorado Sand Company II, LLC) located within Sections 2, 10, 11, 14 and 15 of T05N R63W and in a portion of Section 34, T06 R63W, Weld County, State of Colorado . The following civil drawings ( dated 06/21/2024 - PERMIT SET) contain within them all the information needed for permitting . Sheet C1 outlines all the design criteria and Sheet C2 describes the soil conditions found within six test pits . The regulating standards for this design are the : Colorado State Regulation 43, and the Weld County OWTS Regulations . The soil types were determined using the methodology of the USDA NRCS guide to texture by feel ( S .J . THEIN, 1979) based on the CDPHE WQCC Regulation 43 Table 10. 1 Soil Treatment Area Long Term Acceptance Rates by Soil Texture, Soil Structure, Percolation Rate, and Treatment Level . If you have any questions/doubts concerning these OWTS designs, please feel free to call or email . Best regards, ;O , ('+0 � a a - DEP strop II e .0 ciek NV* - Or eat PabloBolanos - s<<.ir9 , ,-' si& . . 53341 Civil El. * o%6 / 28 / 2o2 ' pablob@3rocksengineering. com '�ti ' j� 719 . 465 . 0518 C9rtr#F aMALAlex Ewers, PE, CFM Civil Engineer, Owner alexe@3rocksengineering. com 719 . 430 . 5333 430 Main St . Canon City, CO 81212 • ( 719 ) 430-5333 • 3rOcksengineering . com S C c.I. \ S _ . .:\ \ 9 25 Q5 \ Dc . E. Q \ 0 S9 9 9 06 6W W _ 9 CO \ Y CO 3 ROCKS ENGINEERING & SURVEYING 9 9 Can n0 City, COr81212 719 . 430 . 5333 www _ 3rocksengineering . com PE �RM T E T FOR MUNICIPAL USE: June 21 , 2024 CLIENT : TRC DESIGN CRITERIA NOTES GRANT WALDIE ( 778 ) 2 / _ 3 Q 5 SERVICED LOCATIONS : PROPOSED OPEN PIT SAND MINE 1 . GENERAL NOTES J C ) C� TYPE : PRESSURIZED BED SYSTEMS 1 . 1 . CONTRACTOR MUST HAVE TWO SETS OF PLANS AT ALL TIMES ON SITE DURING CONSTRUCTION . W G I d I e @t r c c o m n C n I e s . C o m 1 . 2 , CONTRACTOR MUST READ THROUGH ALL PLANS BEFORE INSTALLATION OF SYSTEM . gI 1 . 3 . ALL EXISTING CONDITIONS AND SURVEY INFORMATION WAS PROVIDED BY OTHERS DESIGN FLOW AND TANKAGE : 1 . 4 , JURISDICTIONAL AUTHORITY IS WELD COUNTY. PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION . �/ SYSTEM #1 - 600 GPD 1 . 5 . THESE PLANS ARE THE RESULT OF INTERPRETATION OF THE ENGINEER ' S ANALYSIS OF THE EXISTING SOIL CONDITIONS AS FOUND PROJECT E N G N E E R , A L E X E WE R S s P , E , 5 3 341 BASED UPON TEN PEOPLE PER 8 HOUR SHIFT ( 3 SHIFTS PER 24 HOUR PERIOD ) @ 20 ON SITE FROM THE OPEN HOLE INSPECTION AND SUBSEQUENT ANALYSIS OF THE SOIL SAMPLES . TO THOROUGHLY FOLLOW PLANS, ENGINEER ' S RECOMMMENDATIONS , MANUFACTURER ' S GUIDELINES FOR TANK INSTALLATION , AND THE WELD COUNTY OWTS n _ GALLONS PER DAY PER CAPITA ( GPCD) FOR A FACTORY AND PLANT EXCLUSIVE OF REGULATIONS CAN RESULT IN PREMATURE SOIL TREATMENT AREA FAILURE . POOR CONTRACTOR PRACTICES , ABUSE OF SYSTEM , PERMIT SET ( 71 9 ) 43 0 53 3 3 INDUSTRIAL WASTE WATER PER EMPLOYEE PER 8 HOUR SHIFT - NO SHOWERS OR FAILURE TO PERFORM SCHEDULED MAINTENANCE CAN CAUSE PREMATURE FAILURE OF SOIL TREATMENT AREA . NOT FOR OONSM)C110N / TANKAGE : A 1500 GAL 1 CP PRIMARY TANK & A 1000 GAL 1 CP DISCHARGE TANK 1 . 6 . THESE PLANS ARE NOT A CONSTRUCTION MANUAL . FOR SUCCESSFUL SEPTIC SYSTEM INSTALLATION CONTRACTOR MUST REVIEW Oe X e @3 r o C S e n n e e r n C� . C o m THE WELD COUNTY OWTS REGULATIONS , BE CERTIFIED FOR INSTALLATION , AND FOLLOW GENERAL CONTRACTOR BEST PRACTICES . SYSTEM #2 - 1800 GPD 1 . 7 . CONTACT ENGINEER IN CASE OF ANY UNCLEAR INFORMATION IN THESE PLANS . BASED UPON THIRTY PEOPLE PER 8 HOUR SHIFT ( 3 SHIFTS PER 24 HOUR PERIOD ) @ 20 1 . 8 . CONTRACTOR IS RESPONSIBLE FOR READING THE ENTIRETY OF THE PLANS . FAILURE TO UNDERSTAND THE SCOPE OF THE GALLONS PER DAY PER CAPITA ( GPCD) FOR A FACTORY AND PLANT EXCLUSIVE OF PROJECT WILL NOT RESULT IN SUFFICIENT GROUNDS FOR CUTTING CORNERS AND POOR INSTALLATION PRACTICES _ CONSTRUCTION INDUSTRIAL WASTE WATER PER EMPLOYEE PER 8 HOUR SHIFT - NO SHOWERS THAT DOES NOT MATCH THE DESIGN SHALL BE CORRECTED BY THE INSTALLER AT THE INSTALLER ' S EXPENSE . TANKAGE : ( 2 ) 2000 GAL 1 CP PRIMA.R.Y TANKS & A 1000 GAL 1 CP DISCHARGE TANK 2_ CONSTRUCTION AND CONTRACTOR 9'` 0 L/0 2 . 1 . FOLLOW INFILTRATOR WATER TECHNOLOGIES DOCUMENTS ON INSTALLATION OF QUICK 4 STANDARD CHAMBERS �. , - • { ' i�it' SYSTEM #3 - 600 GPD 2 . 2 . CONTRACTOR REQUIRED TO LOCATE ALL UTILITIES PRIOR TO EXCAVATION . ¢• . s�` c BASED UPON TEN PEOPLE PER 8 HOUR SHIFT (3 SHIFTS PER 24 HOUR PERIOD ) @ 20 2 . 3 . COMPACTION OF SOIL INFILTRATIVE AREA TO BE AVOIDED DURING CONSTRUCTION ( AVOID TRAFFIC AND STORAGE OF MATERIALS ) . , SCOPE O E WG R K . The s c o e o f w o r h n these a n s n c u d e s a d e s n for 3 O WTS GALLONS PER DAY PER CAPITA ( GPCD ) FOR A FACTORY AND PLANT EXCLUSIVE OF IT IS RECOMMENDED TO STAKE OFF SOIL TREATMENT AREA ( STA ) FOOTPRINT DURING CONSTRUCTION AND PLACE PERMANENT � ; INDUSTRIAL WASTE WATER PER. EMPLOYEE PER 8 HOUR SHIFT - NO SHOWERS SIGNS AFTER CONSTRUCTION . CONTRACTOR SHALL NOT DRIVE WHEELED MACHINERY OVER BOTTOM OF THE INFILTRATIVE SURFACE. -e "Q6 / 21 / 202( On - Site Wastewater t e W G t e r Treatment S Stem for the ro o s e o e n t sand nInc . TANKAGE : 1500 GAL 1 CP PRIMARY TANK & A 500 GAL PUMP TANK IT IS RECOMMENDED TO PLACE CHAMBERS AND THEN BACKFILL WITH TRACKED MACHINERY. CONSTRUCTION SHOULD PROCEED 0A 4 ,• I` ) p p p ONLY WHEN THE SOIL IS SUFFICIENTLY DRY TO RESIST COMPACTION AND SMEARING DURING EXCAVATION . ( TAKE A SAMPLE OF [, •w _ _ 4 APPLIED LTAR : 0 . 5 GPD /SQ . FT. SOIL FROM THE BOTTOM OF INFILTRATIVE SURFACE AND IF WHEN ROLLED BETWEEN THE FINGERS FORMS A WIRE INSTEAD OF LI44�" CRUMBLING,. THE SOIL IS TOO WET) . TRAFFIC OVER THE STA WILL CAUSE AND SUBSEQUENT FAILURE . TOP SOIL TO BE L EXCAVATED AND STOCKPILED FOR LATER USE . RESEED. SOIL TREATMENT AREA WITH NATIVE VEGETATION ( SHALLOW ROOT) . SIZING ADJUSTMENTS : 2 . 4_ SLOPE FINISHED GRADE ABOVE LEACH FIELD 3 - 4% TO MAXIMIZE RUNOFF FROM PRECIPITATION . AVOID IRRIGATION ON STA . 1 . 0 FOR PRESSURIZED BED SYSTEM 2. 5 . QUICK 4 PLUS CHAMBERS PROPOSED FOR EFFLUENT DISTRIBUTION . PLACE CHAMBERS ACCORDING TO THE SECTION VIEW, I 0 . 7 FOR CHAMBERS 3_ SANITARY LINES Z 3 . 1 . IF GRAVITY SEWER LINES ( 4" SDR 35 ASTM F891 DWV PIPE ) ARE TO BE INSTALLED , THEY SHOULD BE INSTALLED. WITH SLOPE TOTAL REQUIRED INFILTRATIVE SURFACE : NO LESS THAN 8" PER FOOT ( � 1 %) AND NO GREATER THAN 1 " PER FOOT ( � 8 %) . THERE SHALL BE A MINIMUM 36 " OF COVER SYSTEM #1 - 840 SQ FT, 72 QUICK 4 CHAMBERS ON SEWER LINES . INSTALL CLEANOUTS AT ANY CHANGE OF DIRECTION OF 45 ° OR GREATER OR IF NO OTHER CLEANOUT EXISTS SYSTEM #2 - 2520 SQ FT, 216 QUICK 4 CHAMBERS WITHIN 40 ' OF THE BEND . SWEEPING 90 ' S MUST BE USED OR BENDS LIMITED TO 45 " MUST BE PROVIDED . CLEANOUTS MUST BE SYSTEM #3 - 840 SQ FT, 72 QUICK 4 CHAMBERS PROVIDED AT INTERVALS OF NO MORE THAN 100 ' . 10 ' LATERAL SEPARATION IS REQUIRED FROM POTABLE WATER LINES AND 2 ' VERTICAL SEPARATION WITH SANITARY CROSSING UNDER . 3 . 2 . IF ANY TWO SEWER LINES CONNECT. THEY SHALL CONNECT THROUGH 450 Y FITTINGS AND A 2 - WAY CLEANOUT MUST BE I PROVIDED BEFORE THE CONNECTION WATER SUPPLY: Si . CONTACT ENGINEER IMMEDIATELY IF ANY VARIANCE IS SOUGHT FROM THIS PLAN . UNDERGROUND WATER CISTERN 3 . 4. 4" PVC SCH 40 PIPE ASTM F891 DMW PIPE FOR GRAVITY EFFLUENT LINES AND PVC SCH 40 ( ASTM SCH 40 D1785 ) PIPE FOR ALL PRESSURIZED LINES . ALTERNATIVE MATERIALS TO BE REVIEWED AND APPROVED BY ENGINEER BY WRITTEN MEANS . APPROX LOCATION OF SITE 3. 5 , EFFLUENT PRESSURE LINES TO KEEP MIN 42 " OF COVER . LINES MUST DRAINBACK AT 1 % MIN AND LINES MUST NOT HAVE ANY I DIPS . REFER TO FROST SHIELD DETAIL ON SHEET C9 . 3 . 6 . JM EAGLE SCH40 PVC ( MEETS ASTMD1785 AND D2556 ) MUST BE USED FOR THIS DESIGN . ALTERNATIVES MUST BE APPROVED BY SHEET INDEX WRITTEN MEANS . ' Sheet Number Sheet Title 4. OFFSET REQUIREMENTS 4. 1 . HORIZONTAL INFLUENCE AREA ( ACCORDING TO CDPHE WOSA POLICY 6 ) C U - C1 COVER 4. 1 . 1 . THERE ARE NO OTHER EXISTING SYSTEMS KNOWN ON SITE THAT WILL INFLUENCE THE PROPOSED SYSTEM , Q U • - C2 SOIL OBSERVATION 4. 2 . OFFSET REQUIREMENTS ACCORDING TO WELD COUNTY OWTS REGULATIONS ARE GIVEN IN THE TABLE (SHEET Cl ) . { y 4. 3 . CONTRACTOR TO VERIFY ALL SETBACKS ARE MET BEFORE CONSTRUCTION . Z C3 EXISTING CONDITIONS 5. SEPTIC TANKS AND PUMP TANK 5 . 1 . THE TANKS ARE NOT TRAFFIC RATED UNLESS CLEARLY SPECIFIED. PLACE BOULDERS OR FENCE AROUND PERIMETER OF TANKS C4 OVERALL SITE PLAN _ TO AVOID DAMAGE_ INSTALL TANK ACCORDING. TO MANUFACTURER ' S SPECIFICATIONS . 05 SITE PLAN 6 _ PRESSURE DOSED SYSTEM " ' 6 . 1 . ELECTRICAL WIRING , SPLICE BOX SET UP , AND CONTROL PANEL SET UP ARE ALL OUTSIDE THE SCOPE OF THESE PLANS . ALL OF O 1 � , C6 OWTS DESIGN #1 THESE SHALL BE DONE BY A CERTIFIED AND COMPETENT ELECTRICIAN . U � _ 07 OWTS DESIGN #2 6 . 2 . " SECONDARY" SAND MEDIA MUST BE USED FOR THIS DESIGN : EFFECTIVE SIZE 0 . 15 - 0 . 60MM , UNIFORMITY COEFFICIENT: 57 . 0 , AND ti PERCENT FINES PASSING #200 SIEVE : 53 . 0 . COMPACT SAND AFTER INSTALLATION . GRADATION MUST BE DATED NO MORE THAN Cfl a _ PRIOR TO THE SYSTEM INSTALLATION DATE . CONTRACTOR SHALL PROVIDE GRADATION OF PROPOSED SAND FOR I C8 OWTS DESIGN #3 ONE MONTH YST LA RO " • • r• C9 DETAILS APPROVAL. w ., � '' 7 . OPERATION AND MAINTENANCE ( O & M 7 . 1 . OPERATION AND MAINTENANCE IS OUTSIDE OF THE SCOPE AND RESPONSIBILITY OF 3 ROCKS ENGINEERING . IT IS HIGHLY z RECOMMENDED TO INSPECT SLUDGE AND SCUM LEVELS ONCE A YEAR IN BOTH COMPARTMENTS OF SEPTIC TANK . DUE TO o CD r, � ' MOSTLY ANAEROBIC CONDITIONS IN A SEPTIC TANK , NOT ALL SOLIDS WILL BE DIGESTED BY THE BACTERIA AND THEREFORE SOLIDS WILL HAVE TO BE PUMPED OUT AS DETERMINED BY INSPECTION . A GOOD INTERVAL FOR PUMPING SLUDGE FROM TANK IS 0 WHENEVER SCUM AND SLUDGE LEVELS SURPASS 25 % OF WORKING CAPACITY OF TANK . 7. 2 . PULL ORENCO BIOTUBE FT SERIES FILTER AT LEAST 3 TIMES A YEAR AND RINSE SOLIDS INTO PRIMARY TREATMENT TANK . IT IS .. 0 LINE TYPE KEY: . ABBREVIATIONS : RECOMMENDED TO PLACE A SIGN AT EACH SERVICED LOCATION WITH INSTRUCTIONS FOR USERS TO PREVENT FLUSHING OF � m - iw APPROX = APPROXIMATE CHEMICALS, MEDICINES, AND ANY OTHER MATERIAL /SUBSTANCE THAT COULD CAUSE PREMATURE FAILURE OF STA Lt7 Ln • ASPH = ASPHALT 1f < S 4 PVC SCH 40 � I BLDG — BUILDING +s• w 1 , 5 " PVC SCH 40 II CONC CONCRETE 6 - "� '�-' �' •:� EX MAJOR CONTOURS N • ' C &G - CURB AND GUTTER • O = DIAMETER Q `V EASTING PROP MAJOR CONTOURS Q N „ i EL = ELEVATION PROP MINOR CONTOURS n lJ l O co _ "` EX = EXISTING 0) LOW,# GPD = GALLONS PER DAY _ 11 r4GPH = GALLONS PER HOUR U LaS 'I 'lli C_ IRR = IRRIGATION ID IiI N = NORTHING ITh CD MI NDDS= NON - PRESSURIZED DRIP DISPERSAL SYSTEM • C • O . C . = ON CENTER SPACING LL OWTS = ON - SITE WASTEWATER TREATMENT SYSTEM U PL = PROPERTY LINE R + • ': � PROP = PROPOSED PROPOSED SEPARATION REQUIREMENTS ACCORDING TO TABLE 7 - 1 OF WELD COUNTY OWTS Un E L ; REGULATIONS C E - RIDE PIPE PVC - POLYVINYL CHLORIDE I' -• F ROW = RIGHT OF WAY O O u • J y SCH - SCHEDULE STRUCTURE STRUCTURE ,r. r � , • SDR STANDARD DIMENSIONAL RATIO WELL OR WITH W/OUT C U a- SQ . FT= SQUARE FEET BASEMENT BASEMENT W O T:- • v • . PWATERE WATER B NES PRONESTY • TP = SOIL OBSERVATION TEST PIT CRAWL CRAWL Cl� �, ., o y • CISTERNISSUED DATES TYP = TYPICAL SPACE , OR SPACE , OR W/= WITH FOOTING FOOTING I DRAINS DRAINS __________ s * NOT ALL ABBREVIATIONS STA TRENCH 100 5 20 10 10 V1 . 0 - 04 /25 /2024 MAY BE PRESENT IN THIS DRAWING V2 . 0- 05 /21 /2024 80 % DD SEWER OR 50 5 0 0 10 V3 , 0 - 06 /21 /2024 PERMIT o EFFLUENT SET cu LINES - - - - E E SEPTIC TANK 50 10 5 5 10 PROJECT ENG . AWE VI C I N I TY MAP QA /QC : PBGPBG DRAWN BY: MPH � ( NOT TO SCALE ) DA # 24/25 DATE: 04/25 /2024 � 00 C1 O COVER N SOIL OBSERVATION PIT # 1 SOIL OBSERVATION PIT # 2 DATE OF 6 /2 /2O24 NOTES DATE OF 6 /2 /2O24 NOTES OBSERVATION OBSERVATION COORDINATES SLOPE LANDSCAPE POSITION SOILS TIM PETZ , ALL SERVICE SEPTIC , LLC COORDINATES SLOPE LANDSCAPE POSITION SOILS TIM PETZ , ALL SERVICE SEPTIC , LLC /LOCATION EVALUATOR /LOCATION EVALUATOR DEPTH ( IN ) SOIL TYPE , TEXTURE & LTAR PRESENCE OF R MATRIX COLOR ( S) MOTTLE COLOR ( S) REDOX KIND ( S ) STRUCTURE STRUCTURE CONSISTENCE DEPTH ( IN ) SOIL TYPE , TEXTURE & LTAR PRESENCE OF R MATRIX COLOR ( S ) MOTTLE COLOR ( S ) REDOX KIND ( S ) STRUCTURE STRUCTURE CONSISTENCE ( GAL PER DAY PER SQ FT) TYPE SOILS SHAPE GRADE ( GAL PER DAY PER SQ FT) TYPE SOILS SHAPE GRADE ( ROCKY SOILS ) ( ROCKY SOILS 0 - 6 TOP SOIL NONE 0 - 6 TOP SOIL NONE 6 - 96 2A , SANDY LOAM , 0 . 5 NONE GRANULAR MODERATE 6 - 96 2A , SANDY LOAM , 0 , 5 NONE GRANULAR MODERATE e 3 ROCKS ENGINEERING & SURVEYING 43O Main Street Canon City, CO 81212 719 . 430 . 5333 www . 3rocksengineering . com FOR MUNICIPAL USE : SOIL OBSERVATION PIT # 3 SOIL OBSERVATION PIT # 4 DATE OF 6 /2 /2O24 NOTES DATE OF 6 /2 /2O24 NOTES OBSERVATION OBSERVATION COORDINATES SLOPE LANDSCAPE POSITION SOILS TIM PETZ , ALL SERVICE SEPTIC , LLC COORDINATES SLOPE LANDSCAPE POSITION SOILS TIM PETZ , ALL SERVICE SEPTIC , LLC /LOCATION EVALUATOR /LOCATION EVALUATOR DEPTH ( IN ) SOIL TYPE , TEXTURE & LTAR PRESENCE OF R MATRIX COLOR ( S) MOTTLE COLOR ( S) REDOX KIND ( S ) STRUCTURE STRUCTURE CONSISTENCE DEPTH ( IN ) SOIL TYPE , TEXTURE & LTAR PRESENCE OF R MATRIX COLOR ( S ) MOTTLE COLORS ) REDOX KIND ( S ) STRUCTURE STRUCTURE CONSISTENCE - - - - ( GAL PER DAY PER SQ FT) TYPE SOILS SHAPE GRADE ( GAL PER DAY PER SQ FT) TYPE SOILSSHAPE A ( ROCKY SOILS ) ( ROCKY SOILS ) 0 - 6 TOP SOIL NONE 0 - 6 TOP SOIL NONE 6 - 96 2A , SANDY LOAM , 0 . 5 NONE GRANULAR MODERATE 6 - 96 2A , SANDY LOAM , 0 . 5 NONE GRANULAR MODERATE gQ ; 11YFfR rr � 4 rJl' 3341 m , '06 / 21 / 22 r ' r - r - - yJ � . NAIL . W Z SOIL OBSERVATION PIT # 5 SOIL OBSERVATION PIT ## 6 DATE OF OBSERVATION 6 /2 /2O24 NOTES OBS DATEERVAOTFON W 6 /2 /2O24 NOTES I r n COORDINATES SLOPE LANDSCAPE POSITION SOILS TIM PETZ , ALL SERVICE SEPTIC , LLC COORDINATES SLOPE LANDSCAPE POSITION SOILS TIM PETZ , ALL SERVICE SEPTIC , LLC v J /LOCATION EVALUATOR /LOCATION EVALUATOR DEPTH ( IN ) SOIL TYPE , TEXTURE & LTAR PRESENCE OF R MATRIX COLOR ( S ) MOTTLE COLOR ( S) REDOX KIND ( S ) STRUCTURE STRUCTURE CONSISTENCE DEPTH ( IN ) SOIL TYPE , TEXTURE & LTAR PRESENCE OF R MATRIX COLOR ( S ) MOTTLE COLOR ( S ) REDOX KIND ( S ) STRUCTURE STRUCTURE CONSISTENCE I ( GAL PER DAY PER SQ FT) TYPE SOILS SHAPE GRADE ( GAL PER DAY PER SQ FT) TYPE SOILS SHAPE GRADE ( ROCKY SOILS ) ( ROCKY SOILS ) 0 - 6 TOP SOIL NONE 0 - 6 TOP SOIL NONE O U I z 6 - 84 2A , SANDY LOAM , 0 . 5 NONE GRANULAR MODERATE 6 - 96 2A , SANDY LOAM , 0 . 5 NONE GRANULAR MODERATE - >- °� 84 - REFUSAL , HARD CLAY Q O � U QO w Iii cd z II 11' z o �_ � O I� U O � n L0 o N Q � � Z z � o 2 � z O W V) Q I N O O II (I7 O zz T oO ii o II o cn U) 0) ISSUED DATES V1 . O - O4 /25 /2O24 V2 . 0 - 05/21 /2O24 80% DD V3 . O - O6 /21 /2O24 PERMIT o SET C - - - - E PROJECT ENG : AWE >, DRAWN BY: MPH PRJ # 24. 082 Y DATE: 04/25 /2024 OO C2 / 9 SOIL OBSERVATION N a LEGEND : EX G•AS UNE N EX UTILITY EASEMENT SECTION UNE - EX WELL 0 125' 25O' SCALE : 111 = 25O' 1 3 ROCKS ENGINEERING & SURVEYING 430 Main Street Canon City, CO 81212 719 . 430. 5333 0 0 www. 3rocksengineering . com / FOR MUNICIPAL USE : A yo ,(•/��C7, /,. �i -/.�/ • _ �!• J(,/ / / .J�/`` f/7 l �� of •..J L 1� b ' • 7r • °�r�V•, p \ n}` •1, \ , -./ • �, fy ` \ )vj /�� ' �� •�Q.� \�T�/ .V'� !('/ J f-'iV_ I \ r ..�L- � �• • ' �ul 4 'I D`bY •Pk. ,-( ,ee �1•- !• f/Y, �.._"p \`y 9 ttii `- 1 ° 4 l\ N / � pI �_� }[ �(( � a i Is � � �� p ' J 1 l / 1 . / ° • I♦ ' , I , � • • I / �., IG"° •� `rYY/'. �" .�1 l `'�— •• '1 iPo �w 4 •O 'l° � 1 le ) 1 / I I o r\ `\ / � � / t a Q 111 Ip \ ry r y� ° '�,r y�1 / J/�/ VV ✓/�s'i "N�� P Q;o . ` L °°� .t+ � . a � � '� �� \��\�� \.� 1 ( /S,• )�J� L ` 1 / / • Q / 1 � • •_,�!'• •�• 1 ' J Q v . - \ < 1 v X 1 ° V • v` - °IT . 50' UTILITY EASEMENT r` V°k►• ' ' ;� , n F 5t '►+ � � �' � . , sr " . f �� • S j�, \ �1 •4 / < T � , f � � . � o •� � � pi s ; �• n ,� /r w- , � —• I °' ` w �• �' j ./ '•-�— ---� 1J ,� )1() . o _ . - . ° •. p+ y\ 5 (/ �N((y ,/� �•�� ~ J ,.... , •.,.r( ' _-•, V �, �./ • 1 • 1" I ' l; J •• - 1 VU II "•' �• \. 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H _ ( �� WASTE PILE -� 8 " ROLLER COMPACTED CONCRETE j/ \� �� / \ �. d a ° a . . a \ ( / // ) / 2m /// \\ \ ( 7 7 7 N I / /7 7 / //// / / / 1 / / /7 \ \ \ \ \ XN \\ \ / I N N I J N / / / N \ ., - _ - - - = SCALE HOUSE - - �, IC x '06212024" APPROX j 1 APPROX LOCATION OF OWTS #1 LOCATION OF \ / �1 Ck PI AND AIR w , \ \, / { 1 I DRY SAND STORAGE ! \ / j ( APPROX LOCATION OF OWTS #2 \ j \\ ull l �` � � �_ EMPLOYEE BREAKROOM' \� \� � � ELECTRICAL HOUSE AND AIR COMPRESSOR � . , lip � � �_ - _ .� / ' / V � 'V � I � \J III I Ate' f /j ill illull ii ii a gi . I N\ �' \ �� GRAVEL PARKING1 � �', � 1� U MAINTENANCE REINFORCED CEMENT CONCRETE y �� ' � ' ` AND MOBILE 50 ' UTILITY EASE H _ N _ I N KLL ( / 7 \ \\ \ \ \ N PMENT SHOP �� EQUIJi .. e ' DRYER UNITS ½ Iihi \ . . I \� \ \ � � y a INSTALLATION . �. c < . d FEED HOPP o EX SECT O \, a a as NATURAL CAS PIPELINE d / a _ : . i' AND RAMPS \ D ROM STOCKPILE / a b \ _ — I � a. a' °— —. d : Ate/ d ' . 4701 � I a UPSET CON \ d i , d DITION SETTLING PONDS � \\ �, - - - -- 60 I, ' WATER TREATMENT �� I 47 WET PLANT ENCLOSURE WATER TREATMENT N NA - - -/ 7 / / / 1 H N - ATMENT 4 E V 0 Q (D H U 1 /7 N _____________________ 11 I V / / / / / / / / H N 0 P ISSUED DATES _ I V1 . 0 04 /25 /2024/ V2 . 0 - 05121 ✓2024 80 % DD y 1 4676 � 4711 V3 . 0 x6 / 21 /2024 PERMIT o C471 2 =BX S - QTION LINES TYP �� PRVo � c PBG G; AWE ��\ �� __ _ _ DRAWN BY: MPH _ _ _ / / c � /( / / / ( — __ — G PRJ # 24 . 082 \�\� \ \ / DATE : 04 /25 /2024 G a a a - ' ' te - � — asHaHa N � a _ r a a a a a ° o - - 0 25' 50'•f l pg CALE : 1 " = 50' O o o � �� oQoQO • - 00000 C 4� � � - - 0 , o 0 O O O O O O O • PROP TP #5 • • 3 ROCKS ENGINEERING / 4 � 08 O • • & SURVEYING 430 Main Street O O O O CC 0 0 0 0 0 0 Canon City, CO 81212 719 . 430. 5333 OQ OQ OC oQ OQ OQ OQ O � oQ www. 3rocksengineering . com• F0R MUNICIPAL USE : O O . � O O 0WTS #1 MATCHLINE SEE SHEET C6 0 Ji I 0 0 0 0 O �- �- �- 0 0 0 0 Q Q o ao oQoDoQoQoQoQo oQ o SCALE HOUSE PROP TP #1 A OoOR COMPRESSOR E AND FEE : 4703 . 78 � O� O� � 4 �0= CO C CQ o O oo MINE OFFICE /SUPERVISOR Q Q Q L � OFFICEri LEE : 4706 . 16 PROP TP #6 00 OO O O O OWTS #3 MATCHEIEE SEE oQ�Q o - , o 0 oQoaOQOQOQ000Qo --_ ,^ , , O O O O I1 f O Off' PROP TP 2 Q oQ • O•O O PROP PARKING o 0 0 0 0 0 0 oQ oQ O OQ OQ OQ OQ OQ OQ o 0 0 0 0 0 0 0 0 O CQ Q O 4705 0 oC CoCoCoCoCoCCoO • 0 0 0 0 0 0 O O O O O O O O O 0 o o O D Q � Qo oQ0 oQoQo 0 0 0 o O C C C QoCoQOCOQO o 0 0 0 0 0 0 0 0 oQ oQ o KO0 Li O O O D O O O O 0 0 0 � oQ o oQo O oQoQoQ 0000C o o , , � o Q Q oQ oo 000 OQ OQ � � ,106 / 21 / 20A y w r C Q C 0O0 0 � c Q C 0 0 � o 0 0 0 0 0 0 0 O 0 0 0 CJ O O 0 OOO 0Q Qo oQoCoQ o 0 o cQ QoQoQO O o 0 � o Q O o QO C Q0 oC o 0 0 oQ oQ oQ Q� oQ CQ o0 oQ o I � � C Q Q QoQoQoQoQoQo 0 0 0 0 0 oQ o 0 o , C 0 0 0 0 0 0 0 0 0 0 0 0 = o o O oQ oQ 0000 CQoQ CQo C OoOo 0� 0 0 0 0 0 0 4700 �C O O O �°� CQ Q Oo 0 COCOQOoOQOQOQO _ o 0 0 0 0 0 0 - o 0 0 o C z P 0 0 0 0 0 0 0 - - OWTS #2 MATCH LINE SEE SHEET C7 O C C O O O O O r PROP TP #3 Q o O o oO 0 O o o 0 O O C o O c CQ C O o Q 0 0 o 0 0 0 0 0 0 0 0 0 o w 0 0 0 0 0 o O C o o O O 0 0 0 0 0 0 O oQ o CQ C QoQO W CQ o o o C o C C o O o o C Z O O o 0 0 0 0 0 0 �_ o O �� O O O o O O O O oQ o o � H- oQ OQ oa 0 oC � C _ _• 0O oQ oQ^ C PROP TP #4 . •• 0 CQ � coJ O O O O _ _ Q oQ o 0 • oQ OQ O O o � � oQ oQ oQ OQ 0 0 0 0 0 o C oQ oQ CQ C 0 m N O 0 0 0 oQ oQ oQ o CQ C oQ oQ O C oQ oQ a ooQoaoQoQo � o 0 0 0 oQ o o QQ O 0 O O C O C 00000OOoo0 0 0 0.. 0 0oQ oC Q• • • • flcflofl • ¢ o • L L 0 0 0 0 0 0 0 0 0 • CD C o Q) _ oQ oQ oQ oQ oQ C , C) � A EMPLOYE ,� Y D LEE : 46 9 E 3 . 6BREAKROOM � � 0 �Q Q C O OQoQoQoQoQoQoQoQo - � o a , I ISSUED DATES • V1 . 004/25 /2024 V20 - 05 / 21 /2024 80 % DD 0 0 0 0 0 0 ELECTRICAL HOUSE AND AIR COMPRESSOR V3 . 0 06 / 21 /2024 PERMIT o � � �QoQoQoQoQoQoQoQoQo SET i o 0 0 0 o 0 0 0 E PROJECT END; AWE O O O QA /QC : PBG AW O O• • • • .. : I DR N BY MPH o o o 0 O O I PRJ # 24 . 082 Y - DATE . D4 , 5 /2024 N 0 0 0 0 C 59 � O O OoOoOO�O O O O - o o o 0 0 • � SITE PLAN ✓ - 7 < TI1�� Pk 2 + 44 . 86 cs PUMP TANK SECTION VIEW DEMAND DOSED SYSTEM \ N : 1402333 . 49 NTS E : 3303977 . 84 ( I TOP VIEW ( NTS ) ° \ l\ NV ELEV: 4703 . 56 , DUPLEX PUMPING SYSTEM ) EDGE OF PROP GRAVEL U� PI : 2 + 55 . 9 CONTROL PANEL 3 MODEL DAX2- ETM , CT 0 10' 20' a NV ETEV: 4703. 65 / N : 140233124 - I SCALE : 1 ' = 20' � � � � i1 � PVC SPLICE BOX W�CORD GRIPS < , ° ♦ 6 " ORENCO INSULATION PLUG INS 3006 _ P7ACE ORENCO BIOTUBE FT SERIES /7 / MOUNT ON 4" X4 " - N . 1402326 . 33 X 15' EFFLUENT FITTER WITHIN THIS ' EP : 2 + .58 . 62 POST MIN 5 ' HIGH � � FIBERGLASS GASKETED LID E : 3303845 . 11 ROUTE DRAINAGE AROUND STA TANK ( FT 15 - 54 - 36 ) � - < WITH STAINLESS STEEL N : 1402328 . 55 Slope Ground BOLTS 3 ROCKS 3303988 . 69 Away from Riser — ' f ENGINEERING L & SURVEYING BP : 1 + 00 . 00 1 . 5 PVC SCH 40 2 + 00 / ti 7 �,/� \' 430 Main Street N ; 1402314 . 40 _ ( STANDARD DUPLEX ) Canon City, CO 81212 r � ' °` � 30 " RISER FOR ' H E : 3303844 . 94 + �' _ CONDUIT TO 719 . 430 . 5333 \ 4 " PVC SCH 40 N C6 L' CONTROL PANEL DISCHARGE ASSEMBLIES www _ 3rocksengineering . com @2 % MIN 1 v� — NOTES FOR PUMP SYSTEM MODEL HV200BO I \ N FOR MUNICIPAL USE: \ - � - i 1000 GAL 1 CP DISCHARGE TANK - - USE ALL SIGN ,4L R ,4 TED � PEA GRAVEL BACKFILL J --� \ 7 SEE DETAIL ON SHEET C9 FLOATS ( P OR N FLOAT) \ RECOMMENDED SPLIT ) 500 GAT F O - - DEMAND DOSED SYSTEM I ( 7 ? RAIL FENCE OR BOULDERS IA a 1 R NT - - TARGET DOSE VOLUME SHALL BE TO PROTECT STA AND RANGE PRECAST 4 ROWS OF QUICK 4 CHAMBERS TOP OF CHAMBERS ELEV: 4705 . 50 CONCRETE TANK SEE 150 GALLONS W/APPROX 2 18 CHAMBERS PER LATERAL > 1 / TANKS FROM TRAFFIC �� MINUTES PUMP RUN TIME \ `� I \ r -._ DETAIL ON SHEET C9 „ 72 CHAMBERS TOTAL 1 ON /OFF FLOAT TO BE 7 APART I ) / 1 TWO - WAY RUILDIUT ' f • TO ACHIEVE 150 GALLONS OF / \ WITHIN 5 ' OF BUILDING NV ETEV: 4703 90 / DOSE VOLUME / f� INV ELEV: 470412 �� - - HIGH LEVEL WATER ALARM _�� REQUIRED PER COLORADO ORENCO FLOW FITD- D102 REGULATIONS (AUDIO AND HLA /0R FLOAT INDUCER TOWERS APPROX LOCATION OF OWTS #1 t?, 1' — 1 _ l 1 vlsuAL) 1 �\1 �\ ✓' > � \. BY ENGINEERIOOR BY CERTIFIED E RECOMMENDED SPLIT /� PROFESSIONAL RAIL FENCE OR BOULDERS /— r / - - ELECTRICAL WIRING , SPLICE BOX PUMLOAT TO PROTECT STA AND I SET UP AND CONTROL PANEL TANKS FROM TRAFFIC _„ �j ; MINE OFFICE / SUPERVISOR OFFICE 2 ORENCO KSV2000 CHECK - � 1 PPE : 470616 °� SET UP ARE ALL OUTSIDE OF VALVES ABOVE PUMP DISCHARGE THE SCOPE OF THESE PLANS. % l N PUMP OFF \ ALL OF THESE SHALL BE DONE FLOAT C6 `, , BY A CERTIFIED AND 1 ��4706 / COMPETENT ELECTRICIAN PF7515 HIGH HEAD EFFLUENT PUMP �-- L--- I 75 GPM , 1 - 1 /2HP 230V 10 60HZ / ' \ 1000 GAL 1 CP DISCHAR.GE TANK * PEA GRAVEL BACKFILL RECOMMENDED TO HELP PREVENT FROST HEAVE . 4 SDR 35 OBSERVATIONAL PORT AND \ r CLEANOUT INTO LATERAL ACCORDING ' \ TO DETAIL 1 . 3 ON THIS SHEET ( TYP ) / � Q1 C ' / NDW - TD - EPS - HV- 03 V G � 1 .m ... 0 ( 08 / 10 ) \ r\ KD0 LIP • . S .______./ @ 2021 , Orenco Systems0Inc. /� * DETAIL TAKEN FROM ORENCO SYSTEMS 1 WEBSITE AND MODIFIED ACCORDING TO . 41 � � / O / ] SITE SPECIFIC DESIGN '06 / 21 / 2024° A I C _____ I z ACCESS FOR PRESSURE DRAINFIELD MAINTENANCE AND FLUSING W 4I SDR R5 Pump Selection for a Pressurized System - Commerical Project FOR OBSERVATION PORT 1 VALVE BOX OWTS # 1 W 471 2 1 . 5 " PVC BALL I VALVE WITH Parameters THREADED CONNECTION Discharge Assembly Size 2.00 inches 100 1 . 5 " 0 SCH 40 PVC Transport Length 156 feet __ . 1 Transport Pipe Class 40 IsI A 0 O Transport Line Size 1 .50 inches U SWEEPING 904 ELBOW Distributing Valve Model None Max Elevation Lift 5 feet Manifold Length 9 feet 80 EG QUICK 4 CHAMBER Manifold Pipe Class 40 QUICK 4 END CAP Manifold Pipe Size 1 .50 inches Number of Laterals per Cell 4 Q a * DETAIL TAKEN FROM INFILTRATOR Lateral Length 72 feet U WATER TECHNOLOGIES Lateral Pipe Class 40 4708 AND MODIFIED ACCORDING TO SITE SPECIFIC DESIGN Lateral Pipe Size 1 .50 inches y o N FG Orifice Size 5132 inches — C0 w O Orifice Spacing 3 feet p 60 W CD O W Residual Head 5 feet = Q Flow Meter None inches R aQ to W FLUSHING ASSEMBLY DETAIL Add on' Friction Losses 0 feet = o N 0 C6 NOT TO SCALE Calculations Q CO oN o Minimum Flow Rate per Orifice 0.68 gpm O 40 O Number of Orifices per Zone 100 0 <C II Q II Total Flow Rate per Zone 68.4 gpm 6, w w Number of Laterals per Zone 4 47 0 4 9Sg % Flow Differential 1st/Last Orifice 4.4 HANG 1 . 5 b PERFORATED PIPE W/ 5 /32 " 0 HOLES Transport Velocity 10.8 fps 0 . 05 % a D O © 3 ' O . C . FACING DOWN N = r x Frictional Head Losses 20 Q D of 0 Lass through Discharge 9.4 feet rr nn c n EX GRADE m < O z QUICK4 STANDARD V J co REFER TO FROST m m CI,r CHAMBER ( TYP ) Loss in Transport 37.5 feet (� SHIELD DETAIL ON Loss through Valve 0.0 feet INVERT OF 1 . 5 PVC SCH WHERE C9 FOR SECTIONSUi 40 TRANSPORT LINE ossm anio feet U COVER IS NOT MET � \\ / Loss in Laterals 0.5 feet W � / / Lass through Flawmeter 0.0 feet E) CD ( n s �� \�� Add-on' Friction Losses0.0 feet 00 20 40 60 80 100 Net Discharge (gpm ) O / \ \� Pipe Volumes �1/ o 4700 r Legend OO Total Votumels per Zone �p.9 gals ta p System Curve : — SCALE : PumpD g p� U Oj r CO 75 GPM, 1-1 /2HP U \ \ \ \ PF7515 Hi h Head Effluent Pum O O H 1 : 20 04 OO � o � o � �� 230V 10 60Hz Pump Curve: W \ / /\ quirements U7) 2- e V 1 : 2 � ¢ d- �I- � � \ \ \ \ Design Flow Rate 68.4 gpm a, 1 + 00 Minimum Pump Re 1 + 50 2 + 00 2 + 50 3 + 00 Total Dynamic Head 58.0 feet Pump Optimal Range : ISSUED DATES NATIVE UNDISTURBED SOIL Operating Point: V1 . O - 04 /25 /2024 C COU MATERIAL/LEVELING Design Point: O V2 . 0- 05 /21 /2024 80 % DD COURSE SHALL BE NO OTHER MATERIAL BESIDES V3 . 0 - 0621 (2024 PERMIT SET cu SECONDARY SAND . C SECONDARY SAND SHALL PROJECT LNG : AWE E BE AS DESCRIBED BY NOTE 6 . 2 ON SHEET Cl QA /QC : PBG DRAWN BY: MPH Orenc0 PRJ # 24/25 � . � INFILTRATION PROFILE VIEW Y T r s DATE: 04125 /2024 CB NTS /g 0 OWTS DESIGN #1 N J 4702 / N 1 . 6 PUMP TANK SECTION VIEW - DEMAND DOSED SYSTEM ooh\ _ C7 NTS J I \ \ EX ROAD \. / EDGE OF PROP GRAVEL \ C I TOP VIEW ( NTS ) J \ J \ I SIMPLEX PANEL FOR DUPLEX PUMPING SYSTEM ) 0 5' 10' l I DOSING SCALE : 1 " = 10' CONTROL PANEL / 4" SDR 35 OBSERVATION PORT \ DAX2- ETM , CT CLICK TIGHT CONNECTOR OR TRADITIONAL V/ AND CLEANOUT ACCORDING TO l SPLICE BOX MAY BE USED . _ - / DETAIL 1 . 5 ON THIS SHEET (IYP ) *rr CLICK TIGHT LENGTH LIMITED TO 50 FEET.SPLICE BOX SHALL BE MOUNTED OUTSIDE -OF TANK ATTACHED TO RISER .TOP OF CHAMBERS I AUTOMATIC DISTRIBUTION3 ROCKS TOP OF CHAMBERS MOUNT ON 4" X4"ELEV: 4699 . 05 J /� TOP OF CHAMBERS LOPE VALVE MODEL #6404ELEV: 4699 . 11 POS ROUND FIBERGLASS GASKETED LID ENCLOSED IN 30 " RISER MIN W 4" OF BLUE E N G I N E E R I N G WITH STAINLESS STEEL / ELEV: 4698.. 69 (� MIN 5 ' HIGH AWAY FROM BOLTS BOARD INSULATION & S U R V E Y I N G ( TYP ) TOP OF CHAMBERS VRISER 430 Main Street r ELEV: 4698. 71 Ca "non City, CO 81212 l ri ri 719 . 430 . 5333 I 8 ' ( TYP ) / b a ► DISCHARGE ASSEMBLIES AIR /VACUUM www _ 3rocl<sengineering . aom 1 ) \ I MODEL HV200BQ BREAKER I I EXTERNAL SPLICE BOX BEFORE ADV FOR MUNICIPAL USE. FIBERGLASS RISER RECOMMENDED SPLIT RAIL a a a a a a a a a a a — NOTES FOR PUMP SYSTEM WITH GROMMETS N• I in in �n n Ln PROTECT STA AND TANKS • 7 in In 1ri n n n - - USE ALL SIGNAL RATED _ . . DV SHALL II FENCE OR BOULDERS TO FLOATS ( P OR N FLOAT) BE AT FROM TRAFFIC PVC SCH 40 SUPPORT PIPE\ DEMAND DOSED SYSTEM HIGHEST MIN 1 % TARGET DOSE VOLUME SHALL BE 8" DRAIN HOLE FOR POINT OF DOWN FROM J ` I 108 GALLONS W/ APPROX 2 DRAINBACK INTO TANK THE SYSTEM ADV TO \ J MINUTES PUMP RUN TIME HLA FLOAT FOR PROPER MANIFOLDS ON /OFF FLOAT TO BE 5 " APART VALVE - - - - - / I \ 12 TO ACHIEVE 108 GALLONS OF FUNCTIONING ` PUMP ON FLOAT a a a a a a rn a a a DOSE VOLUME !H,11 HUM HIGH LEVEL WATER ALARM NJHI HUHHH LEVEL CONTROL 2 % MIN UP TO MANIFOLD REQUIRED PER COLORADO 1flkHilIkfflA1 FLOAT ASSEMBLY TO ALLOW FOR DRAINBACK OF ENTIRE LINE ( 4) 72 ' BEDS W/3 LATERALS EACH 1 o REGULATIONS ( AUDIO AND PUMP OFF FLOAT 54 QUICK 4 CHAMBERS PER BED I � 46g8 - - VISUAL ) 1 " DRAIN HOLE FOR FLOAT POSITIONING TO BE DONE a 216 QUICK 4 CHAMBERS TOTAL / BY ENGINEER. OR BY CERTIFIED DRAINBACK INTO TANK \ PROFESSIONAL L (2 ) ORENCO KSV2000 CHECK VALVES ABOVE PUMP DISCHARGE Li I - - a a a a a a a a a a � ^ II FLOW INDUCER / \ - - Ln Ln n n do Ln �0n �n n n °n j r r r r r r T T .. \ / : 7_ VAULT INLET PORTS C7III PF5007 HIGH HEAD EFFLUENT PUMP / P1 \ \ / / 1000 GAL FRONT 50 GPM , 3 /4HP I / I \ \ RANGE PRECAST FILTER CARTRIDGE 230V 10 60HZ, 200 /230 /460V 30 60HZ / / CONCRETE PUMP TANK o a a a l a a a / a a a \ r / / I BIOTUBE PUMP VAULT MODEL PVU68 - 2419 NDW —TD — EPS — HV— CT- 02 r r Rev. 2 . 0 ( 05/21 ) J \ © 2021 , Orenco Systems® Inc . A9kKDO L/0r�M1C / * DETAIL TAKEN FROM ORENCO SYSTEMS / . ¢•` • s�` l a a a a a / a a a a a WEBSITE AND MODIFIED ACCORDING TO , SITE SPECIFIC DESIGN H . , 1 � u '06 / 21 / 2024° r r r r r r r J ^O ryy 1 1 r / T ' f 4701 . . . 11 . raH1 . _ _.. . _. _.. .._ rP W 6 TYP EACH ZONE ' S MANIFOLD MUST BE LEVEL N I Pump Selection for a Pressurized System - Commerical Project/ . d 5 " t 1 . s ' P > C \ / OWTS #2 ORENCO SYSTEMS ADV INV ELEV: 4698 . 19 1 H. VALVE MODEL #6404 AT HIGH POINT OF SYSTEM 1 . 5" PVC SCH 40 ACCORDING TO DETAIL I II Parameters �� 1 . 6 ON THIS SHEET INV ELEY: 4695 . 64 I r Discharge Assembly Size 2.00 inches 160 / - _ " i I _ -b--.-. � � � Transport Length Before Valve 10 feet W , INV ELEI: 4698 . 4\ Transport Pipe Class 40 1000 GAL FRONT RANGE PRECAST CONCRETE PUMP TANK SEE —/ Transport Line Size 1 .50 inches C9 DETAIL ON SHEET INV ELEV_ 4698 . 50 / � Distributing Valve Model 6404 140 f \ w I / Transport Length After Valve 29 feet -__ __ 1 L rt „ PLACE ORENCO BIOTUBE FT SERIES 4 EFFLUENT FILTER Pipe Class 40 a " Transpo 4 PVC SCH 40 @ 2 % MIN SCREEN SIZE IN OUTLET COMPARTMENT OF THIS TANK Transport Pipe Size 1 . 50 inches \� I \ Max Elevation Lift 10 feet 120 Manifold Length 18 feet EMPLOYEE BREAKROOM BUILDING —� \ INV ELEV: 4698 . 75 Manifold Pipe Class 4o O FFE : 4699 . 66 \ / �' Manifold Pipe Size 1 . 50 inches Q Number of Laterals per Cell 12 ai LL 100 z \ v \ Lateral Length 72 feet = P-__ INV ELEV: 4698 . 85 ( 2 ) 2000 GAL FRONT RANGE PRECAST CONCRETE TANKS SEE Lateral Pipe Class 40 ❑ -__ __ __- DETAIL ON SHEET C9 Lateral Pipe Size 1 .50 inches ._ __-__ __ - / 1 1 / Orifice Size 5/32 inches a z / Orifice Spacing 3 feet = 80 Q INV ELEV- 4699 . 10 / Residual Head 5 feet - - - ___ - - - ___ - - ___ - - - -___- - - ___-___ - - Flow Meter None inches U E TWO — WAY CLEANOUT WITHIN 5 ' OF BUILDING \ 'Add-on' Friction Losses 0 feet o 0 60 Z w INV ELEV: 4699 . 16 \ Calculations - -_- - - W w J / / Minimum Flow Rate per Orifice 0.68 gpm l o Number of Orifices per Zone 75 / / / \ Total Flow Rate per Zone 51 .3 gpm 40 o C D 46 - Number of Laterals per Zone 3 Of 4" SIDE INLET IS A \) o CUSTOM ORDER \ I % Flow Differential 1st/Last Orifice 4.4 % Cd Transport Velocity Before Valve 8. 1 fps LL \ — Transport Velocity After Valve 8. 1 fps 20 -__ - - __ __ . - - - __ - -____ - - 0 0 Frictional Head Losses OQ Loss through Discharge 5.3 feet ( Loss in Transport Before Valve 1 .4 feet 0 Loss through Valve 15.2 feet 0 10 20 30 40 50 60 70 80 Z HANG 1 . 5 " 0 PERFORATED Loss in Transport after Valve 4. 1 feet NetDischlarge (gpm ) Q Q fl PIPE W/ 5 /32 0 HOLES ACCESS FOR PRESSURE DRAINFIELD o @ 3 ' O . C . FACING DOWN Los in 0.7 feet r n N EX GRADE D MAINTENANCE AND FLUSING Loss in Laterals 0.5 feet V J O co = > X' Loss through Flowmeter 0.0 feet K o n 'Add-on' Friction Losses 0.0 feet PumpData Legend o m < o z QUICK4 STANDARD U Ui rn r�1 < I PF5007 High Head Effluent Pump System Curve: — M J CHAMBER ( TYP ) 4 SDR 35 Pipe Volumes 50 GPM, 3/4HP yIi FOR OBSERVATION PORT // Vol of Transport Line Before Valve 1 . 1 gals 230V 1@ 60Hz, 200/230/460V 30 60Hz Pump Curve: � VALVE BOX Vol of Transport Line After Valve 3. 1 gals `� LL 1 . 5. " PVC BALL Vol of Laterals per Zone 22.8 gals Un c \\\ \ // // / \ VALVE WITH Total Vol Before Valve 1 . 1 gals Operating Point: O � � / // / THREADED CONNECTION Total Vol After Valve 27.8 gals O O o 0 //\ / 1 . 5 " d SCH 40 PVC Design Point: O \ \ /\\ tquirements O o /\ SWEEPING 90 ° ELBOW 422 feet cn ISSUED DATES 0 NN/ NN\/\\ \\ / QUICK 4 END CAP O V1 . 0 - 04 f25 /2024 \ \ / // / // QUICK 4 CHAMBER\ \\ V2 . 0- 05 /21 /2024 80 % DD *DETAIL TAKEN FROM INFILTRATOR V3 , 0 - 06 /21 /2024 PERMIT FILL MATERIAL /LEVELING WATER TECHNOLOGIES SET - c0 COURSE SHALL BE NQ NATIVE UNDISTURBED SOIL AND MODIFIED ACCORDING TO SITE C OTHER MATERIAL BESIDES SPECIFIC DESIGN PROJECT ENG : AWE y, SECONDARY SAND . QA /QC : ABG SECONDARY SAND SHALL DRAWN BY: MPH BE AS DESCRIBED BY PRJ # 24 . 082 NOTE 6 . 2 ON SHEET C1 1 . 5 FLUSHING ASSEMBLY DETAIL DATE: 04/25 /2024 00 C7 NOT TO SCALE C7 /9 1 . 4 INFILTRATION PROFILE VIEW C7 NTS OWTS DESIGN #2 4707 \ \ L N \ 7 47O6 NN 1 . 9 PUMP TANK SECTION VIEW - DEMAND DOSED SYSTEM / 4705 PLACE ORENCO BIOTUBE FT SERIES 4" EFFLUENT FILTER _ C8 NTS 9 1I " SCREEN SIZE IN OUTLET COMPARTMENT OF THIS TANK 4704 _ TOP VIEW ( NTS ) \ 1500 GAL FRONT RANGE PRECAST CONCRETE TANK SEE DUPLEX PUMPING SYSTEM ) DETAIL ON SHEET C9 SIMPLEX PANEL FOR I i � DEMAND DOSING SCALE : 1 " = 10' INV ELEV /4700, 47 \ CONTROL PANEL PROP SCALE HOUSE / DAX2— ETM , CT CLICK TIGHT CONNECTOR OR TRADITIONAL FFE : 4703 . 78 INV ELEV: 4700. 39 / / % o ♦ SPLICE BOX MAY BE USED . 500 GAL FRONT RANGE / CLICK TIGHT LENGTH LIMITED TO 50 FEET. Ab \ SPLICE BOX SHALL BE MOUNTED AUTOMATIC DISTRIBUTION / _ / / / OUTSIDE 4M PRECAST CONCRETE PUMP TANK I o INV ELEV: 4700 . 72 SEE DETAIL ON SHEET C9N / / OF TANK ATTACHED TO RISER . 3 ROCKS INV ELEV: 4700 . 14 \ / / \ C / / SLOPE FIBERGLASS GASKETED LID ENCLOSED IN L C" RISER ' MOUN7 T ON 4"X4" POST GROUND E N G I N E E R I N G INV ELEV: 4702 � WITH STAINLESS STEEL MIN W/ 4 OF BLUE 7 INV ELEV: 4700 . 85 !_ TOP OF CHAMBERS ( MIN 5 ' HIGH AWAY FROM BOARD INSULATION & S U R V E Y I N G ELEV: 4702 . 04 ( \ RISER BOLTS 430 Main Street C7' 9 PVC SCH 40 — / / Ca "non City, CO 81212 / @ 1 % MIN / 719 , 430 . 5333 DISCHARGE ASSEMBLIES AIR /VACUUM www _ 3rocksengineeng . com, / RECOMMENDED SPLIT I / MODEL HV200BQ BREAKER RAIL FENCE OR A BOULDERS TO EXTERNAL SPLICE BOX BEFORE ADV FOR MUNICIPAL USE: TWO - WAY CLEAN OUT PROTECT STA AND FIBERGLASS RISER WITHIN 5 ' OF BUILDING 4 PVC SCH I TANKS FROM TRAFFIC \ WITH GROMMETS Th 40 @ 2 % MIN I \ -- - NOTES FOR PUMP S SYSTEM ADV SHALL LOA ALL SIGNAL RATED PVC SCH 40 SUPPORT PIPE BE AT ) - - FLOATS ( P OR N FLOAT) I HIGHEST MIN 1 % \ DEMAND DOSED SYSTEM I " DRAIN HOLE FOR POINT OF �� / 's; - - TARGET DOSE VOLUME SHALL BE a DOWN FROM A 87 GALLONS W/ 1 . 5 MINUTES DRAINBACK INTO TANK THE SYSTEM ADV TO s; FOR PROPER \ / ORENCO SYSTEMS ADV VALVE I PUMP RUN TIME VALVE MANIFOLDS MDODEL #6402 AT HIGH POINT N N \ L 'A - - ON /OFF FLOAT TO BE 11 • FUNCTIONING OF SYSTEM ACCORDING TO 's= APART TO ACHIEVE 87 GALLONS DETAIL 1 . 9 ON THIS SHEET `° OF DOSE VOLUME 2 % MIN UP TO MANIFOLD - - HIGH LEVEL WATER ALARM 8" DRAIN HOLE FOR TO ALLOW FOR DRAINBACK OF ENTIRE LINE \ REQUIRED PER COLORADO DRAINBACK' INTO TANK' REGULATIONS (AUDIO AND 4 ROWS OF QUICK 4 CHAMBERS � � ° �N VISUAL) HLA FLOAT \ , 18 CHAMBERS PER LATERAL ti FLOAT POSITIONING TO BE DONE 72 CHAMBERS TOTAL / Th ( 2) ORENCO KSV2000 CHECK VALVES ABOVE PUMP DISCHARGE BY ENGINEER OR BY CERTIFIED PUMP ON FLOAT PROFESSIONAL \ / LEVEL CONTROL FLOAT ASSEMBLY FLOW INDUCER D VAULT INLET PORTS \ \—/I . 1� PUMP OFF FLOAT — FILTER CARTRIDGE \ \ \ f s: PF5007 HIGH HEAD EFFLUENT PUMP \ ✓ / d 50 GPM , 3 /4HP / \ 230V 10 60HZ, 200 /230 /460V 30 60HZ \ ��o 1 . 7 500 GAL FRONT RANGE C / C8 PRECAST CONCRETE BIOTUBE PUMP VAULT MODEL / ! PUMP TANK PVU68 - 2419 ) ` 7 o \ s , — NDW —TD — EPS — HV— CT- 02 1 Rev_ 2 , 0 ( 05/21 ) J \ / \ s . <, I © 2021 , Orenco Systems® Inc . ER - ( s q * DETAIL TAKEN FROM ORENCO SYSTEMS � ' 4 ¢•` • ` \ I \ \ J WEBSITE AND MODIFIED ACCORDING TO �\ s , � ✓ SITE SPECIFIC DESIGN / / \ 1 A 6 / 21 / 2O2 �"A / 4" SDR 35 OBSERVATION PORT AND. CLEANOUT INTO LATERAL ACCORDING r Pump Selection for a Pressurized System ,- Commerical Project /� TO DETAIL 1 . 7 ON THIS SHEET ( TYP ) OWTS #3 Parameters Discharge Assembly Size 2.00 inches 160 W Transport Length Before Valve 16 feet C HANG 1 . 5. 0 PERFORATED Transport Pipe Class 40 PIPE W/ 5 /32 " 0 HOLES ACCESS FOR PRESSURE DRAIN FIELD Transport Line Size 1 .50 inches C . D o @ 3' O . C.. FACING DOWN MAINTENANCE AND FLUSING Distributing Valve Model 6402 140 W I > X Transport Length After Valve 23 feet EX GRADE > co Transport Pipe Class 40 ow < :O Z QU. ICK4 STANDARD Transport Pipe Size 1 .50 inches 11 ' m CHAMBER TYP ( ) 4 " SDR 35 Max Elevation Lift 5 feet 120 FOR OBSERVATION PORT Manifold Length 9 feet \ VALVE BOX O Manifold Pipe Class 40 f / \// /\ \/ / Manifold Pipe Size 1 .50 inches z //\\/\ \/ // �\ Number of Laterals per Cell 4 y 1 . 5 " PVC BALL � 100 � � / o o \N o \�j VALVE WITH p feet 0 PF5007 / > . THREADED CONNECTION Lateral Pe Class 40 \ 1 . 5 0 SCH 40 PVC Lateral Pipe Size 1 .50 inches � � � Orifice Size 5/32 inches Q /\\ \ \\ / Orifice Spacing 3 feet = 80 /�/�\ \\ /\// / /� SWEEPING 90 ° ELBOW Residual Head 5 feet \/ c �j �� \\ \ \\/ / — 'Add-on' Friction Losses 0 feet w f o 60 < w \ / / �\ QUICK 4 END CAP Calculations — / Minimum Flow Rate per Orifice 0.68 gpm I ( *DETAIL TAKEN FROM INFILTRATOR Ln < Number of Orificesper Zone 50 CD FILL MATERIAL /LEVELING WATER TECHNOLOGIES O _ COURSE SHALL BE NO NATIVE UNDISTURBED SOIL TotaIFlowRateperZone 34.2 gpm 40 I K) o OTHER MATERIAL BESIDES AND MODIFIED ACCORDING TO SITE SPECIFIC DESIGN Number of Laterals per Zone 2 SECONDARY SAND . % Flow Differential 1st/Last Orifice 4.4 % O SECONDARY SAND SHALL Transport Velocity Before Valve 5.4 fps BE AS DESCRIBED BY Transport Velocity After Valve 5.4 fps NOTE 6 . 2 ON SHEET Cl 20 � 0 1 . 8 FLUSHING ASSEMBLY DETAIL Frictional Head Losses 0 . 7 INFILTRATION PROFILE VIEW C8 NOT TO SCALE Loss through Discharge 2.3 feet Loss in Transport Before Valve 1 . 1 feet C8 NTS Loss through Valve 8.3 feet 00 10 20 30 40 50 60 70 80 Q Q Loss in Transport after Valve 1 .5 feet Net Discharge (gpm ) (� Z Loss in Manifold 0.2 feet d 0 u7 Loss in Laterals 0.5 feet — a H Loss through Flowmeter 0.0 feet C _" 'Add-on' Friction Losses 0.0 feet PumpData Legend Ui " W PF5007 High Head Effluent Pump System Curve: CD cn Pipe Volumes 50 GPM, 3/4HP Vol of Transport Line Before Valve 1 .7 gals 230V 10 60Hz, 2001230/460V 30 60Hz Pump Curve. CN Vol of Transport Line After Valve 2.4 gals 0 o Vol of Manifold 0.9 gals Pump Optimal Range: (11 Vol of Laterals per Zone 15.2 gals O Z >, Total Vol Before Valve 1 .7 gals Operating Point: 0 Total Vol After Valve 18.6 gals O F— Design Point: C çj tquirements U C 2- 23.9 gpm 3: 23 .9 feet ISSUED DATES 0 I V1 . 0 - 04 /25 /2024 -C Oro V2 . 0- 05 /21 /2024 80 % DD S Y S T E M S V3 , 0 - 06 /21 /2024 PERMIT o SET ce C PROJECT ENG : AWE y, QA /QC : PBG DRAWN BY: MPH PRJ # 24 . 082 DATE: 04/25 /2024 o0 CS /9 O OWTS DESIGN #3 N EG OR FG EG OR FG NOTE : 1 . USE THIS DETAIL WHEN 1 . 5 " PVC SCH 40 PRESSURE LINES DO NOT MEET 42 " OF NOTE : O ODO O O 6 " MIN CLASS 6 REQUIRED COVER p p p p p AGGREGATE BED & BACKFILL ALL 20 MM POLYETHYLENE LINER PIPES ACCORDING TO DETAIL 3 " MIN p p p p CLASS 6 0 UNCLASSIFIED COMPACTABLE BACKFILL MATERIAL AGGREGATE _ � _ O O 2 " BLUEBOARD p p p p INSULATION 4M o o 3 ROCKS � 20 MM POLYETHYLENE LINER p p p cm n3 C AGGREGATE�? O O ENGINEERING o o Q 6 MIN a MINUS & S U R V E Y I N G 430 Main Street Canon City, CO 81212 o� C7Tho� �� O OO� OO� O O 719 . 430 . 5333 4" OR " MINUS � PIPE o o �} www . 3rocksengineering . com WASHED ROCK FOR 00000 �000 �� PIPE BEDDING -)� PIPE FOR MUNICIPAL USE : oOoQc I I 2 ' 2 ' o�o� 000 0 0000 � � o�oo�000000000 00 0000000000 2 . o PIPE BEDDING DETAIL 2 . i FROST SHIELD DETAIL C9 NOT TO SCALE 9J NOT TO SCALE 2000 Gal . Single Compartment Septic Tank 1000 Gal . Electric Lift Station FI FLAX FLAX FLAX PLAN PLAN _ 2' X V Modified riser with Orenco NOTE : 024" Access splice box float tree bracket, o 0 p �l 0 v000 hole typical optionall concrete or other riser 0$$on000 000000g system available, see page 102 000a�o�� 1 . 2 ' MIN 4 ' MAX COVER ABOVE LIP OF TANK vvvovvvv 024" Access I loop 0000�ovoo / / \ vvogvvvv hole typical ; Inlet i Outlet - - 000 Inlet Outlet ^ 0000000000 uu 024 - u 5'-6" l`9 00 0 0000000 0 024" 6'-8" i �o�00000 o0 #3 Lift loop \ / / \ I \ / \ pq Py / e-. n / / � / j / "- / - / / 'you R I ` s 0000000 /' _ ` Si Effluent pump (per specification) / ` Optional concrete p ) or other riser system '- 8'_6" alarm box, float tree , control switches I u 3341 � . ^x '06 / 21 / 2024' 12'-8" installed and pump plumbed to stub available, see pages i Butyl rubber SECTION out including preassembled pipes and 100 101 i sealant fittings. I ; -©t��I r ,' ►� SECTION — Connections to electrical source by I " - n 6 others. I ' . +yqtL 12" ° I Butyl rubber ; s i ii y sealant — — 1 1 /2" - 2" Cast-A-Seal i ( # J I /' 4" Cast-A-Seal I ,- h I ; W 6 i/ Gasket Gasket til � �_ 0 Interior space adequate for `_' ;� 4" Cast-A-Seal True Monolithic 12" 1 . Gasket typical Tank True Monolithic duplex pump installation / - - - ank 5'- 10" Concrete platform positions 5'-10" pump above sludge 52 55" - - 3 . 5" 52 " • Monolithic tank meets ASTM C- 1227 Spec. for water and wastewater structures . q a • Monolithic tank meets ASTM C-1227 Spec. for water and wastewater structures. I I 4 • Butyl rubber sealant meets Fed . Spec. SS-S-210A. (Provided with tank) • Butyl rubber sealant meets Fed . Spec. SS-S-210A. ( Provided with tank) W • All plumbing shown in diagram is 4" SDR 35 . (Provided with tank) 4„ All plumbing shown in diagram is 4" SDR 35 . ( Provided with tank) ( /� • Follow standard practice for installation of underground precast concrete • Follow standard practice for installation of underground precast concrete v / structures. (See page 2 for ASTM C-891 Summary) — structures. (See page 2 for ASTM C-891 Summary) Approximate WeightsR Discharge / Approximate Weights LI Part # Capacity Far T TT T Part # Fe T T TT T (gallons) Tank Lid Total ATERTIGHT Cycle Tank Lid Total PCA-000-257 2000 11 , 690 lbs 5 , 145 Ibs 16 , 835 lbs PCA-000-298 21 . 5 Gal . ! Vertical inch . 6 , 995 lbs 2 , 550 lbs 9 , 545 lbs Front Range Precast Concrete , Inc . Front Range Precast Concrete , Inc . U O 5901 Dexter Street, Unit 102, Commerce City, CO 80022 5901 Dexter Street, Unit 102, Commerce City, CO 80022 Phone (303) 442-3207 - (800) 783-3207 - Fax (303) 442-3209 Phone (303) 442-3207 - (800) 783-3207 - Fax (303) 442-3209 U Note: N. IS. www.flxx.com Note.- N. T. S. www.flxx .com I Z � U 1500 Gal . Single Compartment Septic Tank 500 Gal . Electric Lift Station � z r yy cj PLAN FLXX F,l mil ' 0O 0"000000 o FL3 Lift loo o o 0 0 00 SECTION 024" Access oop00000pgoo p _p hole 1 1 /2" 2" Cast-A-Seal Seal 0000000 0 O O 024" Access .. ,. \ \ oo Gasket — U c vv -_ #3 Lift loop vv900's" CN Ll hole typical o0000000o vvvvv v Inlet Outlet Butyl rubber sealant c\I 024" 6 8 i I I Inlet � / i 6 II o 4" Cast-A-Seal Q `V �� Gasket 2 X 1 Modified riser with Orenco o z .. 11 O cv splice box float tree bracket, I I optional concrete or other riser Optional concrete system available , see page 102 „ _ or other riser system 10 2 available, see pages Outlet I I 0 II a ll N 100 - 101 Interior space adequate for I I I I 0 (/� N duplex pump installation I I I I SECTION N O o Butyl rubber 12" 7'-6" Concrete platform positions I I I i I sealant l 6'-7" pump above sludge I d � _ Un c z z E 4 6" / 73,. 73„ � / n ® , o O O a Effluent pump (per specification ) / alarm box, float tree, i ,i O Y L. . s o 4" Cast-A-Seal ' ' 5" 4'-7" control switches installed and pump plumbed to stub I •_ I U Gasket typical 12 , � ' out including preassembled pipes and fittings . ; II = U Un IL Connections to electrical source by others . ______________________Cl) 5' 1- --- --- - ----- __ 6„ ISSUED DATES 3 55" 4 a 52" 1227 Spec. for water and wastewater structures . Monolithic tank meets ASTM C- 1227 Spec. for water and wastewater structures . V1 . 0 - 04 /25 /2024 True Monolithic • Butyl rubber sealant meets Fed . Spec. SS-S-210A. (Provided with tank) • Butyl rubber sealant meets Fed . Spec. SS-S-210A. (Provided with tank) V2 . 0 - 05/21 /2024 80� DD -., Tank 4" • All plumbing shown in diagram is 4" SDR 35 . (Provided with tank) • All plumbing shown in diagram is 4" SDR 35. (Provided with tank) V3 . 0 - 06 /21 /2024 PERMIT o • Follow standard practice for installation of underground precast concrete Q14'- 10" • Follow standard practice for installation of underground precast concrete SET structures . (See page 2 for ASTM C-891 Summary) Note: N. T. S. structures . (See page 2 for ASTM C-891 Summary) - - - - c E Part # Approximate Weights rR Discharge I Approximate Weights R PROJECT ENG : AWE Capacity F67 t6TT Part # TIT TTTT (gallons) Tank Lid Total ATERTIGHT Cycle Bottom Section Top Section Lid Total WATE �7 RTIGHT QA /QC : PBG DRAWN BY: MPH PCA-000-255 1535 9 , 615 lbs 3 ,900 lbs 13 , 515 lbs /� i� i PCA-000-295 7 . 8 Gal / Vertical Inch 4 , 850 Ibs 1 , 740 Ibs 1 , 525 Ibs 8 , 115 Ibs 11( i� PRJ # 24. 082 i Y Front Range Precast Concrete , Inc. Front Range Precast Concrete, Inc . DATE: 04/25 /2024 0 5901 Dexter Street, Unit 102, Commerce City, CO 80022 5901 Dexter Street, Unit 102, Commerce City, CO 80022 ID Phone (303) 442-3207 - (800) 783-3207 - Fax (303) 442-3209 Phone (303) 442-3207 - (800) 783-3207 - Fax (303) 442-3209 C9 / 9 N Note: N. T. S. www.flxx.com www.flxx.com 0 DETAILS N a Exhibit 23 Page 1 EXHIBIT 23 TRAFFIC IMPACT STUDY OR TRAFFIC NARRATIVE Operations Policies Section 23-4-290: (e) Insofar as practicable, all means of access to the property from any STREET shall be located and designated as to avoid the routing of vehicles to and from the property over STREETS that primarily serve residential DEVELOPMENT. (f) All access roads from sand and gravel operations to PUBLIC highways, roads or STREETS, or to adjoining residential STRUCTURES, shall be paved or otherwise treated to minimize dust conditions on all parts of such access roads which are located within one-fourth (1/) mile of the PUBLIC highway, road, STREET or adjoining residential STRUCTURE. Design Standards Section 23-2-240.A: An applicant for a Use by Special Review shall demonstrate compliance with the following design standards in the application and shall continue to meet these standards if approved for development. (8) The access shall be located and designed to be safe; ingress and egress shall not present a safety hazard to the traveling public or to the vehicle accessing the property. For uses generating high traffic volumes and large number of large, slow-accelerating vehicles, acceleration and deceleration lanes may be required to mitigate a potential traffic hazard. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised : Kersey Mine Traffic Impact Study Colorado Sand Company II , LLC Weld County , Colorado October 4 , 2024 Prepared By : 7er - I on, .5. O REG , a+rrr• rrrr `•+ O fi; *; Sustainable Traffic Solutions , Inc. c.) : &) 9 en, z : http ://www . sustainabletrafficsolutions . com/ - 10/412024 tee: Jose h L. Henderson PE PTOE c�, p w�r•rrrr ...r• •r� 303. 589. 6875 joe@sustainabtetrafficsoIutions . com Joseph L. Henderson 's electronic or digital seal and signature is effective only as to that version of this document as originally published by Joseph L. Henderson . Joseph L. Henderson is not responsible for any subsequent modification , corruption , or unauthorized use of this document. To verify the validity or applicability of the seal and signature , contact Joseph L. Henderson . Table of Contents Page 1 . 0 Introduction 1 2 . 0 Study Assumptions 1 3 . 0 Existing Traffic Volumes 2 4. 0 Site Generated Traffic Volumes 2 4 . 1 Trip Generation 2 4 . 2 Trip Distribution , Assignment , and Haul Route Review 2 5. 0 Auxiliary Lanes 3 6 . 0 Level of Service Analysis 3 7 . 0 Sight Distance Review 4 8 . 0 Conclusions 4 List of Appendices Appendix A CDOT Straight- Line Diagram Appendix B Traffic Count Data Appendix C VISTRO Analysis Results List of Tables Table 1 — Truck Percentages for Each Analysis Scenario Table 2 — Existing and Projected Daily Traffic Volumes Table 3 — Trip Generation Estimate Table 4 — Traffic Volumes for Turning Movements Impacted by the Development Table 5 — Warranted Auxiliary Lanes at Study Area Intersections Table 6 — Intersection Operational Summary List of Figures Figure 1 — Vicinity Map Figure 2 — Existing Laneage and Traffic Control Figure 3 — Trip Distribution and Haul Route Figure 4 — Year 2026 Laneage and Traffic Control Figure 5 — Intersection Sight Distance Sustainable Traffic Solutions, Inc. Kersey Mine Traffic Impact Study Colorado Sand Company II , LLC Weld County, Colorado October 4 , 2024 Kersey Mine Traffic Impact Study 1 . 0 Introduction The Kersey Mine is planned south of WCR 68 with access through a private road that intersects WCR 68 east of WCR 67 . Refer to Figure 1 for the location of the mine and the site access . The Kersey Mine is expected to be open for production in Year 2026 and is expected to operate seven days per week and 24- hours per day . The laneage and traffic control at the study area intersections are shown in Figure 2 . This preliminary traffic analysis has been prepared based on Section 8 . 1 . 2 of the Weld County Engineering and Construction Criteria l . . 2 . 0 Study Assumptions The following assumptions were utilized for this study . Short-Term Study Horizon . The mine is expected to be operational in the Year 2026 , therefore , the shod-term horizon is Year 2026 . Long -Term Study Horizon . The Year 2046 will be the long-term horizon because 20 years is a typical long-term planning horizon . Growth in Background Traffic. The traffic volumes on SH 392 are expected to grow at 2 . 6% annually based on the 20-year factor that is found on the CDOT straight- line diagram . Refer to Appendix A for the straight-line diagram . Saturation Flow Rate. The saturation flow rate was assumed to be 1 , 600 passenger cars / hour / lane which is typical in rural areas . Future Improvements to the Study Area Intersections . The 2045 Weld County Transportation Plan2 was reviewed and there are no improvements planned at the study area intersections . Peak Hour Factor ( PHF) . The PHF was based on the data collected for the traffic study in all study horizons . Truck Percentage . Vehicle classification data were collected on the roadways in the study area for three days and are summarized in Table 1 . Due to the high number of trucks that will be generated by the mine , the table shows truck percentages for each of the traffic volume scenarios . Refer to Section 3 . 0 for a discussion of the data collection for this project . 1 Weld County Engineering and Construction Criteria. Weld County. January 2021 . 2 2045 Weld County Transportation Plan . Weld County Public Works Department. Adopted November 9, 2020 . Sustainable Traffic Solutions, Inc. 1 Kersey Mine Traffic Impact Study Colorado Sand Company II , LLC Weld County, Colorado October 4 , 2024 Hours of Operation for the Mine. The following assumptions are made regarding the operation of the mine . • The mine is expected to operate seven days per week and 24- hours per day . • Two 12- hour shifts of people working in the mine are planned with the shifts beginning at 6 : 00 a . m . and 6 : 00 p . m . Each shift is expected to include 45 workers who are assumed to travel to the mine in single occupancy passenger vehicles . • The office staff are assumed to work from 8 : 00 a . m . to 5 : 00 p . m . and the office is expected to be open seven days per week . Eight people are assumed to work in the office who will travel to the mine in single occupancy passenger vehicles . • Deliveries will be made seven days per week from 8 : 00 a . m . to 5 : 00 p . m . • Trucks accessing the mine to haul aggregate are expected to arrive and depart seven days per week and 24- hours per day . The flow of trucks in and out of the mine is assumed to be spread evenly across the day . 3 . 0 Existing Traffic Volumes Traffic count data for the study were collected on average weekdays in December 2023 and April 2024 by Sustainable Traffic Solutions . As required by Weld County , volume and classification data were collected for 72 hours . The existing and future daily volumes are summarized in Table 2 . The traffic count data are contained in Appendix B . 4 . 0 Site Generated Traffic Volumes 4 . 1 Trip Generation Mines are not a land use that is addressed in Trip Generation3 , therefore , it was estimated based on information that was provided by Colorado Sand Company II , LLC . The truck and passenger vehicle traffic are summarized in Table 3 assuming that 4 , 000 , 000 tons of aggregate will be mined each year. 4 . 2 Trip Distribution , Assignment, and Haul Route Review A trip distribution assumption was prepared based on information that was provided by Colorado Sand Company II , LLC . Refer to Figure 3 for the trip distribution and the proposed haul route . The haul route includes : WCR 68 is a paved collector roadway with one through lane in each direction and a 55 MPH speed limit . There are no bridges or culverts between the site access and WCR 67 . 3 Trip Generation , 11th Edition . Institute of Transportation Engineers . September 2021 . Sustainable Traffic Solutions, Inc. 2 Kersey Mine Traffic Impact Study Colorado Sand Company II , LLC Weld County, Colorado October 4 , 2024 WCR 67 is paved and has a 55 MPH speed limit between WCR 68 and SH 392 . Crow Creek passes under WCR 67 approximately 1/2 mile south of SH 392 . Based on discussions with Melisssa King at Weld County , there are no known structural issues related to the culverts . SH 392 east and west of WCR 67 is a paved roadway with one through lane in each direction and a 65 MPH speed limit . It is classified by CDOT as an R-A roadway . 5 . 0 Auxiliary Lanes STS reviewed the need for auxiliary lanes at the study area intersections based on CDOT4 and Weld County criteria . Table 4 contains a summary of the turning volumes expressed in passenger car equivalents for the movements that will be impacted by the mine . A summary of the auxiliary lane analysis is contained in Table 5 , and the following table summarizes the auxiliary lanes that will be warranted by the traffic from the Kersey Mine . A CDOT access permit will be required based on the percent increase for the movements that will warrant auxiliary lanes at SH 392 / WCR 67 . The recommended laneage and traffic control at the completion of the mine are contained in Figure 4 . Auxiliary Lane Summary Peak Hour Volume I Turn Lane Required Movement Existing Projected Percent Increase Existing Kersey Mine Morning Evening Morning Evening Morning Evening Traffic Traffic 1 - SH392 / WCR67 NB RT Decel Lane • 12 1 71 60 488% 5861% NB to EB RT Accel Lane • 12 1 71 60 488% 5861% WBLT Decel Lane • 0 0 55 94 Note 2 Note 2 2 - WCR 68 / WCR 67 S B LT Decel Lane • 2 1 59 103 2856% 10213% W B RT Decel Lane • 11 1 113 66 928% 6513% 3 - WCR 68 / Site Access EBRT Decel Lane • • 31 0 88 102 184% Note 2 Notes 1 . The volumes in the table are expressed in passenger car equivalents. Refer to Table 4 for the volumes contained in this table. 2. The existing volume is zero, so the percentage increase can't be calculated. 6 . 0 Level of Service Analysis To evaluate the performance of the intersections within the study area , the level of service ( LOS) was calculated using PTV VISTRO software . This software package 4 State Highway Access Code . Transportation Commission of Colorado . Amended in March 2002 . Sustainable Traffic Solutions, Inc. 3 Kersey Mine Traffic Impact Study Colorado Sand Company II , LLC Weld County, Colorado October 4 , 2024 utilizes criteria described in the Highway Capacity Manuals . LOS is a measure used to describe operational conditions at an intersection . LOS categories ranging from A to F are assigned based on the predicted delay in seconds per vehicle for the intersection as a whole , as well as for individual turning movements . LOS A indicates very good operations , and LOS F indicates poor, congested operations . In rural areas , LOS C is considered the minimum intersection operation . The analysis shows that the study area intersections are operating at LOS A and LOS B . By the Year 2046 total traffic volume scenarios , SH 392 / WCR 67 is expected to operate at LOS C . The other two intersections are expected to operate at LOS A and LOS B . Refer to Table 6 for a summary of the analysis . Reports from VISTRO are contained in Appendix C . 7 . 0 Sight Distance Review The intersection sight distance was measured at the site access to determine if adequate sight distance exists for vehicles to safely enter WCR 68 . The methodology for the analysis is contained in Section 9 . 5 of A Policy on the Geometric Design of Highways and Streets , 7th Edition6 . The sight distance evaluation is documented in Figure 5 . It shows that adequate sight distance exists for combination trucks to safely enter WCR 68 from the site access . Sight distance evaluations were not performed for passenger vehicles and single unit trucks because the requirements for combination vehicles are greater than for the other vehicle types . 8 . 0 Conclusions STS has drawn the following conclusions based on the analysis performed in the study . Auxiliary Lanes . The following auxiliary lanes will be required by the traffic that will be generated by the Kersey Mine . SH 392 / WCR 67 • Northbound right turn decel lane • Northbound to eastbound right turn accel lane • Westbound left turn decel lane WCR68 / WCR67 • Southbound left turn decel lane • Westbound right turn decel lane 5 Highway Capacity Manual , 7th Edition . National Academy of Sciences , Engineering , and Medicine . 2022 . 6 A Policy on the Geometric Design of Highways and Streets , 7th Edition . American Association of State Highway and Transportation Officials . 2018 . Sustainable Traffic Solutions, Inc. 4 Kersey Mine Traffic Impact Study Colorado Sand Company II , LLC Weld County, Colorado October 4 , 2024 WCR 68 / site access • Eastbound right turn decel lane COOT Access Permit. A CDOT access permit will be required . Intersection Operation . The study area intersections are currently operating at acceptable levels of service and are expected to continue to operate at acceptable levels of service through the Year 2046 total traffic volume scenarios . Intersection Sight Distance . The intersection sight distance at the access is adequate for passenger vehicles , single unit trucks , and combination trucks to turn onto WCR 68 . Sustainable Traffic Solutions, Inc. 5 Kersey Mine Traffic Impact Study Colorado Sand Company II , LLC Weld County, Colorado October 4 , 2024 Tables Table 1 — Truck Percentages for Each Analysis Scenario Table 2 — Existing and Projected Daily Traffic Volumes Table 3 — Trip Generation Estimate Table 4 — Traffic Volumes for Turning Movements Impacted by the Development Table 5 — Warranted Auxiliary Lanes at Study Area Intersections Table 6 — Intersection Operational Summary Sustainable Traffic Solutions, Inc. Kersey Mine Traffic Impact Study Colorado Sand Company II , LLC Weld County, Colorado October 4 , 2024 Table 1 . Truck Percentages for Each Analysis Scenario Existing Traffic Direction I Total I Trucks I % Trucks I Direction I Total I Trucks I % Trucks I Direction I Total I Trucks I % Trucks SH 392 east of WCR 67 WCR 67 south of SH 392 WCR 68 east of WCR 67 Eastbound 1 ,342 441 33% Northbound 57 15 27% Eastbound 287 57 20% Westbound 1 ,384 439 32% Southbound 52 9 17% Westbound 296 64 22% Total 2,726 880 32% Total 109 24 22% Total 583 121 21 % Year 2026 Background Direction I Total I Trucks I % Trucks I Direction I Total I Trucks I % Trucks I Direction I Total I Trucks I % Trucks SH 392 east of WCR 67 WCR 67 south of SH 392 WCR 68 east of WCR 67 Eastbound 1 ,451 477 33% Northbound 61 17 27% Eastbound 310 61 20% Westbound 1 ,497 475 32% Southbound 57 10 17% Westbound 320 69 22% Total 2,948 952 32% Total 118 26 22% Total 630 130 21 % Kersey Mine Traffic Direction I Total I Trucks I % Trucks I Direction I Total I Trucks I % Trucks I Direction I Total I Trucks I % Trucks SH 392 east of WCR 67 WCR 67 south of SH 392 WCR 68 east of WCR 67 I Eastbound 506 418 83% Northbound 562 464 83% Eastbound 562 464 83% Westbound 506 418 83% Southbound 562 464 83% Westbound 562 464 83% Total 1 ,012 835 83% Total 1 , 124 928 83% Total 1 , 124 928 83% Year 2026 Total Traffic Direction I Total I Trucks I % Trucks I Direction I Total I Trucks I % Trucks I Direction I Total I Trucks I % Trucks SH 392 east of WCR 67 WCR 67 south of SH 392 WCR 68 east of WCR 67 Eastbound 1 ,957 895 46% Northbound 623 481 77% Eastbound 872 525 60% Westbound 2,002 892 45% Southbound 619 474 77% Westbound 882 533 60% Total 3,960 1 ,787 45% Total 1 ,242 954 77% Total 1 ,754 1 ,058 60% Year 2046 Background Traffic Direction I Total I Trucks I % Trucks I Direction I Total I Trucks I % Trucks I Direction I Total I Trucks I % Trucks SH 392 east of WCR 67 WCR 67 south of SH 392 WCR 68 east of WCR 67 Eastbound 2,444 804 33% Northbound 103 28 27% Eastbound 522 103 20% Westbound 2,520 799 32% Southbound 95 16 17% Westbound 539 117 22% Total 4,964 1 ,603 32% Total 198 44 22% Total 1 ,061 220 21 % Year 2046 Total Traffic Direction Total Trucks % Trucks Direction Total Trucks % Trucks Direction Total Trucks % Trucks SH 392 east of WCR 67 WCR 67 south of SH 392 WCR 68 east of WCR 67 Eastbound 2,950 1 ,221 41 % Northbound 665 492 74% Eastbound 1 ,084 567 52% Westbound 3,026 1 ,217 40% Southbound 657 480 73% Westbound 1 ,101 581 53% Total 5,976 2,438 41 % Total 1 ,322 972 74% Total 2, 185 1 , 148 53% Kersey Mine TIS 10- 1 -24 10/6/2024 I - Trucks 7 :28 PM Table 2 . Existing and Projected Daily Traffic Volumes Link Year 2024 Year 2024 Year 2024 Year 2024 Kersey Mine Year 2026 Year 202E Total Percent Year 204E Year 2046 Total Day 1 Day 2 Day 3 Average Background Increase Background SH 392 west of WCR 67 2, 586 2,606 2, 830 2,674 110 2,890 3,000 4% 4,870 4,980 SH 392 east of WCR 67 2,623 2,656 2,900 2,726 1 ,010 2,950 3,960 37% 4,960 5,970 WCR 67 south of SH 392 87 128 112 109 1 , 120 110 1 ,230 1028% 110 1 ,230 WCR 67 north of WCR 88 113 105 102 1 , 120 100 1 ,220 1098% 100 1 ,220 68 WCR 68 between WCR 589 574 585 583 1 , 120 580 1 ,700 192% 580 1 ,700 67 and the Site Access Site Access south of WCR 68 370 1 , 120 370 1 ,490 303% 370 1 ,490 Notes 1 . Daily volumes collected for the study are highlighted in yellow. Other Year 2024 volumes were estimated using the peak hour to daily ratio for WCR 68 east of WCR 67. Kersey Mine TIS 10-1 -24 10/6/2024 2 - Daily Volumes 7:28 PM Table 3 . Trip Generation Estimate Daily Trips IOut Passenger Vehicles ( Employees Working in the Quarry) 180 90 90 Passenger Vehicles (Office Staff) 16 8 8 Customer Truck Drivers Hauling Aggregate (Trucks Longer 914 457 457 than 40') Single Unit Truck (Deliveries ) 14 7 7 Total 1 , 124 562 562 Morning Peak Hour Total - Out Passenger Vehicles ( Employees Working in the Quarry) 45 0 45 Customer Truck Drivers Hauling Aggregate (Trucks Longer 38 19 19 than 40') Total 83 19 64 Evening Peak Hour Total 11 In Out Passenger Vehicles ( Employees Working in the Quarry) 45 45 0 Passenger Vehicles (Office Staff) 8 0 8 Customer Truck Drivers Hauling Aggregate (Trucks Longer 38 19 19 than 40') Total 91 64 27 Notes : 1 . The information used to develop the trip generation estimate was provided by Colorado Sand Company II , LLC . Kersey Mine TIS 10- 1 -24 10/6/2024 3 - Trip Gen 7 :28 PM Table 4. Traffic Volumes for Turning Movements Impacted by the Development 1 - SH392 / WCR67 Morning Peak Hour Evening Peak Hour Movement Passenger I Trucks < 40' I Trucks > 40' FACE Passenger I Trucks < 40' I Trucks > 40' I PCE Vehicles Vehicles 2023 Traffic NBLT 1 0 0 1 1 0 0 1 NBRT 10 1 0 12 1 0 0 1 EBRT 0 0 0 0 0 0 0 0 WBLT 4 0 0 4 2 0 0 2 Trip Assignment NBLT 5 0 2 10 1 0 2 7 NBRT 7 0 17 59 7 0 17 59 EBRT 0 0 2 6 5 0 2 11 WBLT 0 0 17 51 41 0 17 92 Year 2026 Total Traffic NBLT 6 0 2 11 2 0 2 8 NBRT 17 1 17 71 8 0 17 60 EBRT 0 0 2 6 5 0 2 11 WBLT 4 0 17 55 43 0 17 94 2 - WCR68 / WCR67 Morning Peak Hour Evening Peak Hour Movement Passenger Passenger Vehicles Trucks < 40' Trucks > 40' PCE Vehicles Trucks < 40' Trucks > 40' PCE 2023 Traffic SBLT 2 0 0 2 1 0 0 1 WBRT 7 2 0 11 1 0 0 1 Trip Assignment SBLT 0 0 19 57 45 0 19 102 WBRT 45 0 19 102 8 0 19 65 Year 2026 Total Traffic SBLT 2 0 19 59 46 0 19 103 WBRT 52 2 19 113 9 0 19 66 3 - WCR 68 / Site Access Morning Peak Hour Evening Peak Hour Movement Passenger Trucks < 40' Trucks > 40' PCE Passenger Trucks < 40' Trucks > 40' PCE Vehicles _ Vehicles 2023 Traffic NBLT 7 3 0 13 15 0 0 15 EBRT 14 7 1 31 0 0 0 0 Trip Assignment NBLT 45 0 19 102 8 0 19 65 EBRT 0 0 19 57 45 0 19 102 Year 2026 Total Traffic NBLT 52 3 19 115 23 0 19 80 EBRT 14 7 20 88 45 0 19 102 - Kersey Mine TIS 10- 1 -24 10/6/2024 4 - Turning Volumes 7 : 28 PM Table 5 . Warranted Auxiliary Lanes at Study Area Intersections Im 2023 Traffic 2026 Total Traffic Decel / Movement Criteria Speed Limit Threshold Redirect Taper Accel 3 Length t Storage ra Total i lisMorningill Evening Morning Evening Taper Length Length 1 - SH392 / WCR67 NBRT Decel Lane Weld County 55 25 VPH 12 1 71 60 --- 600 222 0 600 Local NB to EB RT Accel Lane CD0T R-A 65 > 50 VPH 12 1 71 60 --- 1 ,380 300 0 1 ,380 EBRT Decel Lane CDOT R-A 65 > 25 VPH 0 0 6 11 Not Warranted WBLT Decel Lane CD0T R-A 65 > 10 VPH 4 2 55 94 390 800 300 94 894 2 - WCR68 / WCR67 SBLT Decel Lane Weld County 55 10 VPH 2 1 59 103 330 600 222 103 1 ,033 Local WBRT Decel Lane Weld County 55 25 VPH 11 1 113 66 --- 600 222 0 600 Collector 3 - WCR68 / Site Access EBRT Decel Lane Weld County 55 25 VPH 31 0 88 102 --- 600 222 0 600 Collector Notes 1 . Traffic volumes contained in the table are expressed in passenger car equivalents. 2 . The length of the redirect taper assumes equal widening on both sides of the road. 3. The taper length is included in the accel and decel lengths. Kersey Mine TIS 10-1 -24 10/6/2024 5 - Aux Lane Evaluation 7:28 PM Table 6 . Intersection Operational Summary Year 2024 Year 2026 Background Year 2026 Total Year 2046 Background Year 2046 Total Stop-Controlled 1 Morning Evening Morning Evening Morning Evening Morning Evening Morning Evening Intersections Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS 10.9 B 10.6 B 11 . 1 B 10.8 B 12.9 B 14.0 B 13.2 B 12.9 B 16.0 C 17.5 C 1 - SH 392 / WCR67 - NBLT NBLT NBLT NBLT NBLT NBLT NBLT NBLT NBLT NBLT 9.2 A 9. 1 A 9.2 A 9. 1 A 10.0 A 10.5 B 9.2 A 9. 1 A 9.9 A 10.5 B 2 - WCR68 / WCR67 SBLT NBLT SBLT NBLT SBLT SBLT SBLT NBLT SBLT SBLT 9.9 A 9.9 A 9.9 A 9.9 A 10.5 B 10.3 B 9.9 A 9.9 A 10.5 B 10.3 B 3 - WCR68 / Site Access NBLT NBLT NBLT NBLT NBLT NBLT NBLT NBLT NBLT NBLT Notes 1 . The level of service for intersections with side-street stop-control is determined by the movement with the highest delay value. Kersey Mine TIS 10-1 -24 10/6/2024 6 - LOS 7:28 PM Figures Figure 1 — Vicinity Map Figure 2 — Existing Laneage and Traffic Control Figure 3 — Trip Distribution and Haul Route Figure 4 — Year 2026 Laneage and Traffic Control Figure 5 — Intersection Sight Distance Sustainable Traffic Solutions, Inc. Kersey Mine Traffic Impact Study Colorado Sand Company II , LLC Weld County, Colorado October 4 , 2024 WELD COUNTY ROADWAYS ) . i---- t A ± ,0;:k,, - Highway - Arterial all - Collector 4111V - I - Paved Road - Gravel Road WCR 61 I If 0 1 II (Th Private Road il a a * 7/5\-- ------- co 4141 a sy WCR 67 Site Access Project N_Site . 7N. Kersey Mine Traffic Impact Analysis Ts VICINITY MAP Scale 1 " = 6 ,000' Date October 4, 2024 Drawn by JLH Job # Colorado Sand Company II Figure 1 Generated with PTV VI _ TRIO Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Figure 2 — Existing Laneage and Traffic Control , , ,i I ii 4 , .t. . � _ ; i ) I 4 IS • 4 r 1 ,1 r _ � r i I liii, \ te ... itlil., i T rif 11 i o la i a it1 :II- A i 7— R _ _ I it ' ri. i ♦'f . . r , 4 ° Pi tr 44 I 1 A P r • • 4 • 41 f j I _ ramif __ t ''1 ► i t °11 a" i a t t • it i Sir ,RAJ- ( ��' 1 1 it xa ` ,J� .- 'r*' 1��uNa I� 5I 1 .er4 SaatCorpOfatib �, _, ... 1 , r.i r Ei ,"'� n 114 ' 1-r :P L1. .• ' , 4741" " I __. �, _'. _ _ I I 'a* 1' r.P_ . r� A. pr �� .. : 3 r : shotr€p�I ed permission from Mai . ` _ .4 it - fl SH 392 / WCR 67 WCR 68 / WCR 67 WCR 68 / Site Access 1,® -------- -____-- . r' "I, ter ---\\111 , ,, TOP wg„,,,Hil kw ' >lk te if\\Ke411 h °j T° ', 4. �.ail -4‘\ir %_ III TS 10/4/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. WELD COUNTY ROADWAYS ),- ) ` - Highway A t... -_* . - Arterial - Collector gilk - - Paved Road I F - Gravel Road 1 WCR 61(-Th,----) I f0 ii - Private Road I � HAUL ROUTE % L, - Haul Route0 ) o (*) 7r----- 0-) Co 4141 a / sy 1 o °io 00 IWCR 67 \1/490% Site Access Project Site 7 Kersey Mine Traffic Impact Analysis STS TRIP DISTRIBUTION AND HAUL ROUTE Scale 1 " = 6 ,000' Date October 4, 2024 Drawn by JLH Job # Colorado Sand Company II Figure 3 Generated with PTV Vl _ TRQ Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Figure 4 — Year 2026 Laneage and Traffic Control ....‘ ii _I a . b. i 1/ f r r 4 . - - iiik - . _ II " I . + ' SP: ` f �. -�• - — It; !. 1111 . .6)1 lia all -I II r h iI Ni, q 111 a ibi --44. 7— --4--- / 4 ..r I lic 1' It rf pt� L. a ' 4 ill „ awl\ - ,test.e)c 1.P P I! f- j I ,rte i � e _arsirealliele I - 1 I 4lll if a Irk • li I . I Pr- �� 1 a �° 4,; III itit?r614.", • III. Is � 4) I I r al a .61 .. ' Sat Corp*ration , t ad r. I Ei , 'r iI -J I Drr PI•e. -jl"btif D. _ ._ , - I — - ,; (r) j,Fa, r. pr ) : 31rs? ShOt repritFted ceithpermission from max . . ` , _ spot — a SH 392 / WCR 67 WCR 68 / WCR 67 WCR 68 / Site Access il® -------- ______ - _ ' N I N ({f ; l r \ \\\ '', f NI f ^ ( s- W".6\1111 ilk- /) t CaP)\\\C"ffr) ( -4‘\irT0 J. S . ,r;. TS 10/4/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. iti ,_, Sight Distance for Sight Distance for • _ __. 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' •' -- y. . a.f • .r `•' .•1•.- I. . .•--' , -_ - _ . _ '.t X11• •IS rt ID , _ - ` _. - - .. • ge $•••• y♦ TV. •is - •••••‘ n, .- • ,•' _.• - ' ` _Is_-ai r-.--_. _ - _ - S S..- •a �� - - - _ - • • _ iso*T -� _ Adequate sight distance is available _ • 46='• - ;,,,�x-• ISD - 849' Is - 930' • using AASHTO criteria . 4 Design Vehicle - Combination Truck = _ _ Design Vehicle - Combination Truck - " - • V = 55MPH �rR _ • , •a �:•� . ._ . V = 55 MPH t = 10 .5 seconds _ . "':, ^" r;r t = 11 .5 seconds g : . � •- • - 4 - - , _ . •Y- i1�a --,- - `_ _ _ - . `•- Si 101 •-• •-• "'• - - ter-+ _ _ _ - _ - . _ _ •_ _ • - - - • • 7 ♦ -- _ - w _ w . . _ .' . _•- ._a - ._ _ • _bi �� .r` _r • ..-. _ ! _ _-� _ _•r k Kersey Mine Traffic Impact Study ST'S ) INTERSECTION SIGHT DISTANCE Scale NTS Date October 4, 2024 Drawn by JLH Job # Colorado Sand Company II Figure 5 Appendix A CDOT Straight-Line Diagram Sustainable Traffic Solutions, Inc. Kersey Mine Traffic Impact Study Colorado Sand Company II , LLC Weld County, Colorado October 4 , 2024 Route 392B From 129 to 131 392B131090BL Legend 131 Route ■ Milepoint Structures O Major Structure C) Minor Structure Created : Date : 10/ 1 /2024 Time : 2 : 24 : 51 PM 0 0. 1 0.2 0.3 0.4 I O Miles N 4 WVis" E ta S es CDOT OTM V The information contained in this map is based on the most currently available data and has been checked for accuracy. CDOT does 129 not guarantee the accuracy of any ® information presented, is not liable in any respect for any errors or omissions, and is not responsible for determining "fitness for use" . 1129 130 Route 392B From 129 To 130 O Ramps Overpass — — Underpass • Structures CLASSIFICATION Access Control R -A : Regional Highway SAFETY Primary Speed Limit 65 TRAFFIC Year 20 Factor 1 . 68 It may appear that information is missing from the straight line diagram. If so , reduce the number of miles/page and re-submit the request. 1130 131 Route 392B From 130 To 131 ORamps N. Overpass 0 — — Underpass • Structures CLASSIFICATION Access Control R -A : Regional Highway SAFETY Primary Speed Limit 65 TRAFFIC Year 20 Factor 1 . 68 It may appear that information is missing from the straight line diagram. If so , reduce the number of miles/page and re-submit the request. Appendix B Traffic Count Data Sustainable Traffic Solutions, Inc. Kersey Mine Traffic Impact Study Colorado Sand Company II , LLC Weld County, Colorado October 4 , 2024 WCR67 / SH 392 1 ST'S December 12th , 2023 Peak Hour: 07 : 30 - 08 : 30 Sustainable Traffic Peak 15 Minutes : 07 : 30 - 07 : 45 Solutions www. sustainabletrafficsolutions . com Weld County Road 67 --- State Highway 392 State Highway 392 Northbound Southbound Eastbound Westbound Pedestrian Crossing Interval Start U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total North South East West Time 6:30 0 2 0 0 --- --- --- --- 0 0 41 0 0 0 16 0 59 0 0 0 0 6:45 0 0 0 1 --- --- --- --- 0 0 32 0 0 0 18 0 51 0 0 0 0 7:00 0 1 0 0 --- --- --- --- 0 0 38 0 0 1 18 0 58 0 0 0 0 7: 15 0 0 0 2 --- --- --- --- 0 0 35 0 0 1 13 0 51 0 0 0 0 7:30 0 0 0 7 --- --- --- --- 0 0 42 0 0 2 0 68 0 0 0 0 7:45 0 1 0 3 --- --- --- --- 0 0 29 0 0 0 11 0 44 0 0 0 0 8:00 0 0 0 1 --- --- --- --- 0 0 31 0 1 2 30 0 65 0 0 0 0 8: 15 0 0 0 0 --- --- --- --- 0 0 39 0 0 0 22 0 61 0 0 0 0 Count Total 0 4 : 11 14 --- --- --- --- 0 0 287 0 1 6 145 0 457 0 0 0 0 Peak Hour 0 1 --- --- --- --- 0 0 141 0 1 4 80 0 238 0 0 0 0 Peak Hour 0.43 --- 0.84 0.64 --- --- --- --- --- Factor Peak Hour % 0% 0% 0% 9% --- --- --- --- 0% 0% 37% 0% 0% 0% 43% 0% 37% --- Trucks Peak Hour Inbound & Outbound Traffic North Leg South Leg East Leg West Leg In Out In Out In Out In Out 0 1 12 4 85 153 141 81 WCR67 / SH 392 2 ST'S December 12th , 2023 Peak Hour: 07 : 30 - 08 : 30 Sustainable Traffic Peak 15 Minutes : 07 : 30 - 07 : 45 Solutions www. sustainabletrafficsolutions . com Passenger Vehicles Weld County Road 67 --- State Highway 392 State Highway 392 Northbound Southbound Eastbound Westbound Interval Start U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Time 6 :30 0 2 0 0 --- --- --- --- 0 0 28 0 0 0 12 0 42 6:45 0 0 0 1 --- --- --- --- 0 0 20 0 0 0 11 0 32 7:00 0 1 0 0 --- --- --- --- 0 0 21 0 0 1 12 0 35 7: 15 0 0 0 2 --- --- --- --- 0 0 24 0 0 1 10 0 37 7:30 0 0 0 7 --- --- --- --- 0 0 28 0 0 2 10 0 47 7:45 0 1 0 3 --- --- --- --- 0 0 17 0 0 0 7 0 28 8:00 0 0 0 0 --- --- --- --- 0 0 19 0 1 2 19 0 41 8: 15 0 0 0 0 --- --- --- --- 0 0 25 0 0 0 10 0 35 Count Total 0 4 0 13 --- --- --- --- 0 0 182 0 1 6 91 0 297 Peak Hour 0 1 0 10 --- --- --- --- 0 0 89 0 1 4 46 0 151 Trucks Less Than 40' Long Weld County Road 67 --- State Highway 392 State Highway 392 Northbound Southbound Eastbound Westbound Interval Start U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Time 6:30 0 0 0 0 --- --- --- --- 0 0 2 0 0 0 0 0 2 6:45 0 0 0 0 --- --- --- --- 0 0 2 0 0 0 1 0 3 7:00 0 0 0 0 --- --- --- --- 0 0 3 0 0 0 0 0 3 7: 15 0 0 0 0 -- --- --- --- 0 0 6 0 0 0 1 0 7 7:30 0 0 0 0 --- --- --- --- 0 0 5 0 0 0 0 0 5 7:45 0 0 0 0 --- --- --- --- 0 0 5 0 0 0 0 0 5 8:00 0 0 0 1 --- --- --- --- 0 0 1 0 0 0 2 0 4 8: 15 0 0 0 0 --- --- --- --- 0 0 1 0 0 0 0 0 1 Count Total 0 0 0 1 --- -- --- --- 0 0 25 0 0 0 4 0 30 Peak Hour 0 0 0 1 --- --- --- --- 0 0 12 0 0 0 2 0 15 Trucks Greater Than 40' Long Weld County Road 67 --- State Highway 392 State Highway 392 Northbound Southbound Eastbound Westbound Interval Start U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Time 6:30 0 0 0 0 --- --- --- --- 0 0 11 0 0 0 4 0 15 6:45 0 0 0 0 --- --- --- --- 0 0 10 0 0 0 6 0 16 7:00 0 0 0 0 --- --- --- --- 0 0 14 0 0 0 6 0 20 7: 15 0 0 0 0 --- --- --- --- 0 0 5 0 0 0 2 0 7 7:30 0 0 0 0 --- --- --- --- 0 0 9 0 0 0 7 0 16 7:45 0 0 0 0 --- --- --- --- 0 0 7 0 0 0 4 0 11 8:00 0 0 0 0 --- --- --- --- 0 0 11 0 0 0 9 0 20 8: 15 0 0 0 0 --- --- --- --- 0 0 13 0 0 0 12 0 25 Count Total 0 0 0 0 --- --- --- --- 0 0 80 0 0 0 50 0 130 Peak Hour 0 0 0 0 --- --- --- --- 0 0 40 0 0 0 32 0 72 WCR 67 / WCR 68 1 srs December 12th , 2023 Peak Hour: 07 : 00 - 08 : 00 Sustainable Traffic Peak 15 Minutes : 07 : 45 - 08 : 00 Solutions www. sustainabletrafficsolutions . com Chevron Entrance Weld County Road 67 Weld County Road 68 Weld County Road 68 Northbound Southbound Eastbound Westbound Pedestrian Crossing Interval Start U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total North South East West Time 6:30 0 0 0 0 0 0 0 0 0 1 0 8 0 0 4 0 13 1 0 0 0 6:45 0 0 1 0 0 0 0 0 0 0 1 8 0 0 3 0 13 3 0 0 0 7:00 0 0 0 0 0 0 0 0 0 0 0 10 0 0 5 1 16 0 0 0 0 7: 15 0 0 0 0 0 1 0 0 0 0 8 8 0 0 3 0 20 0 0 0 0 7:30 0 0 0 0 0 1 0 2 0 0 6 4 0 0 2 3 18 0 0 0 0 7:45 0 0 0 0 0 0 0 1 0 0 3 9 0 0 3 5 21 0 0 0 0 8:00 0 0 0 0 0 1 0 0 0 0 1 8 0 0 5 0 15 0 0 0 0 8: 15 0 0 0 0 0 0 0 1 0 0 3 4 0 0 6 0 14 0 0 0 0 Count Total 0 0 1 0 0 3 0 4 0 1 22 59 0 0 31 9 130 4 0 0 0 Peak Hour 0 0 0 0 0 2 0 3 0 0 17 31 0 0 13 9 75 0 0 0 0 Peak Hour 0.00 0.42 0.75 0.69 --- --- --- --- --- Factor Peak Hour % 0% 0% 0% 0% 0% 0% 0% 33% 0% 0% 71 % 0% 0% 0% 15% 22% 23% --- Trucks Peak Hour Inbound & Outbound Traffic North Leg South Leg East Leg West Leg In Out In Out In Out In Out , 5 9 0 31 22 19 48 16 WCR 67 / WCR 68 2 srs December 12th , 2023 Peak Hour: 07 : 00 - 08 : 00 Sustainable Traffic Peak 15 Minutes : 07 : 45 - 08 : 00 Solutions www. sustainabletrafficsolutions . com Passenger Vehicles Chevron Entrance Weld County Road 67 Weld County Road 68 Weld County Road 68 Northbound Southbound Eastbound Westbound Interval Start U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Time 6 :30 0 0 0 0 0 0 0 0 0 0 0 8 0 0 4 0 12 6:45 0 0 1 0 0 0 0 0 0 0 0 8 0 0 3 0 12 7:00 0 0 0 0 0 0 0 0 0 0 0 10 0 0 3 1 14 7: 15 0 0 0 0 0 1 0 0 0 0 5 8 0 0 3 0 17 7:30 0 0 0 0 0 1 0 2 0 0 0 4 0 0 2 3 12 7:45 0 0 0 0 0 0 0 0 0 0 0 9 0 0 3 3 15 8:00 0 0 0 0 0 1 0 0 0 0 0 8 0 0 4 0 13 8: 15 0 0 0 0 0 0 0 1 0 0 1 4 0 0 4 0 10 Count Total 0 0 1 0 0 3 0 3 0 0 6 59 0 0 26 7 105 Peak Hour 0 0 0 0 0 2 0 2 0 0 5 31 0 0 11 7 58 Trucks Less Than 40' Long Chevron Entrance Weld County Road 67 Weld County Road 68 Weld County Road 68 Northbound Southbound Eastbound Westbound Interval Start U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Time 6:30 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 6:45 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7: 15 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 7:30 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 4 7:45 0 0 0 0 0 0 0 1 0 0 2 0 0 0 0 2 5 8:00 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 8: 15 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 0 4 Count Total 0 0 0 0 0 0 0 1 0 1 11 0 0 0 3 2 18 Peak Hour 0 0 0 0 0 0 0 1 0 0 7 0 0 0 0 2 10 Trucks Greater Than 40' Long Chevron Entrance Weld County Road 67 Weld County Road 68 Weld County Road 68 Northbound Southbound Eastbound Westbound Interval Start U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Time 6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 7: 15 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 7:30 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 7:45 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8: 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 0 0 0 0 0 0 5 0 0 0 2 0 7 Peak Hour 0 0 0 0 0 0 0 0 0 0 5 0 0 0 2 0 7 Site Access / W C R 68 1 ST'S December 12th , 2023 Peak Hour: 07 : 15 - 08 : 15 Sustainable Traffic Peak 15 Minutes : 07 : 45 - 08 : 00 Solutions www. sustainabletrafficsolutions . com Site Access --- Weld County Road 68 Weld County Road 68 Northbound Southbound Eastbound Westbound Pedestrian Crossing Interval Start U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total North South East West Time 6:30 0 0 0 0 --- --- --- --- 0 0 2 6 0 0 4 0 12 0 0 0 0 6:45 0 0 0 0 --- --- --- --- 0 0 1 8 0 0 3 0 12 0 0 0 0 7:00 0 1 0 0 --- --- --- --- 0 0 3 8 0 0 4 0 16 0 0 0 0 7: 15 0 0 0 0 --- --- --- --- 0 0 3 9 0 0 3 0 15 0 0 0 0 7:30 0 3 0 2 --- --- --- --- 0 0 8 4 0 0 2 0 19 0 0 0 0 7:45 0 5 0 1 --- --- --- --- 0 0 7 5 0 1 3 0 22 0 0 0 0 8:00 0 2 0 2 --- -- --- --- 0 0 6 4 0 0 3 0 17 0 0 0 0 8: 15 0 2 0 1 --- --- --- --- 0 0 3 3 0 1 4 0 14 0 0 0 0 Count Total 0 13 0 6 --- --- --- --- 0 0 33 47 0 2 26 0 127 0 0 0 0 Peak Hour 0 10 0 5 --- --- --- --- 0 0 24 22 0 1 11 0 73 0 0 0 0 Peak Hour 0.63 --- 0.96 0.75 --- --- --- --- --- Factor Peak Hour % 0% 30% 0% 40% --- --- --- --- 0% 0% 29% 36% 0% 0% 0% 0% 27% --- Trucks Peak Hour Inbound & Outbound Traffic North Leg South Leg East Leg West Leg In Out In Out In Out In Out , 0 10 15 23 12 29 46 21 Site Access / W C R 68 2 ST'S December 12th , 2023 Peak Hour: 07 : 15 - 08 : 15 Sustainable Traffic Peak 15 Minutes : 07 : 45 - 08 : 00 Solutions www. sustainabletrafficsolutions . com Passenger Vehicles Site Access --- Weld County Road 68 Weld County Road 68 Northbound Southbound Eastbound Westbound Interval Start U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Time 6 :30 0 0 0 0 --- --- --- --- 0 0 2 6 0 0 4 0 12 6:45 0 0 0 0 --- --- --- --- 0 0 1 7 0 0 3 0 11 7:00 0 0 0 0 --- --- --- --- 0 0 3 8 0 0 3 0 14 7: 15 0 0 0 0 --- --- --- --- 0 0 2 7 0 0 3 0 12 7:30 0 3 0 2 --- --- --- --- 0 0 4 0 0 0 2 0 11 7:45 0 3 0 1 --- --- --- --- 0 0 6 3 0 1 3 0 17 8:00 0 1 0 0 -- --- --- --- 0 0 5 4 0 0 3 0 13 8: 15 0 0 0 1 --- --- --- --- 0 0 2 2 0 0 4 0 9 Count Total 0 7 0 4 --- --- --- --- 0 0 25 37 0 1 25 0 99 Peak Hour 0 7 0 3 --- --- --- --- 0 0 17 14 0 1 11 0 53 Trucks Less Than 40' Long Site Access --- Weld County Road 68 Weld County Road 68 Northbound Southbound Eastbound Westbound Interval Start U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Time 6:30 0 0 0 0 --- --- --- --- 0 0 0 0 0 0 0 0 0 6:45 0 0 0 0 --- --- --- --- 0 0 0 1 0 0 0 0 1 7:00 0 0 0 0 --- --- --- --- 0 0 0 0 0 0 0 0 0 7: 15 0 0 0 0 --- --- --- --- 0 0 0 1 0 0 0 0 1 7:30 0 0 0 0 --- --- --- --- 0 0 1 4 0 0 0 0 5 7:45 0 2 0 0 --- --- --- --- 0 0 0 2 0 0 0 0 4 8:00 0 1 0 2 --- --- --- --- 0 0 1 0 0 0 0 0 4 8: 15 0 2 0 0 --- --- --- --- 0 0 1 1 0 0 0 0 4 Count Total 0 5 0 2 --- -- --- --- 0 0 3 9 0 0 0 0 19 Peak Hour 0 3 0 2 --- --- --- --- 0 0 2 7 0 0 0 0 14 Trucks Greater Than 40' Long Site Access --- Weld County Road 68 Weld County Road 68 Northbound Southbound Eastbound Westbound Interval Start U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Time 6:30 0 0 0 0 --- --- --- --- 0 0 0 0 0 0 0 0 0 6:45 0 0 0 0 --- --- --- --- 0 0 0 0 0 0 0 0 0 7:00 0 1 0 0 --- --- --- --- 0 0 0 0 0 0 1 0 2 7: 15 0 0 0 0 --- -- --- --- 0 0 1 1 0 0 0 0 2 7:30 0 0 0 0 --- --- --- --- 0 0 3 0 0 0 0 0 3 7:45 0 0 0 0 --- --- --- --- 0 0 1 0 0 0 0 0 1 8:00 0 0 0 0 --- --- --- --- 0 0 0 0 0 0 0 0 0 8: 15 0 0 0 0 --- --- --- --- 0 0 0 0 0 1 0 0 1 Count Total 0 1 0 0 --- --- --- --- 0 0 5 1 0 1 1 0 9 Peak Hour 0 0 0 0 --- --- --- --- 0 0 5 1 0 0 0 0 6 WCR67 / SH 392 1 ST'S December 12th , 2023 Peak Hour: 16 : 30 - 17 : 30 Sustainable Traffic Peak 15 Minutes : 17 : 00 - 17 : 15 Solutions www. sustainabletrafficsolutions . com Weld County Road 67 --- State Highway 392 State Highway 392 Northbound Southbound Eastbound Westbound Pedestrian Crossing Interval Start U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total North South East West Time 16:00 0 0 0 1 --- --- --- --- 0 0 22 1 0 0 37 0 61 0 0 0 0 16: 15 0 0 0 0 --- --- --- --- 0 0 17 0 0 0 30 0 47 0 0 0 0 16:30 0 0 0 0 --- --- --- --- 0 0 20 0 0 0 37 0 57 0 0 0 0 16:45 0 0 0 1 --- --- --- --- 0 0 24 0 0 0 39 0 64 0 0 0 0 17:00 0 0 0 0 --- --- --- --- 0 0 16 0 0 2 48 0 66 0 0 0 0 17: 15 0 1 0 0 --- --- --- --- 0 0 21 0 0 0 38 0 60 0 0 0 0 17:30 0 0 0 0 --- -- --- --- 0 0 23 0 0 0 32 0 55 0 0 0 0 17:45 0 0 0 0 --- --- --- --- 0 0 17 0 0 0 23 0 40 0 0 0 0 Count Total 0 1 0 2 --- --- --- --- 0 0 160 1 0 2 284 0 450 0 0 0 0 Peak Hour 0 1 0 1 --- --- --- --- 0 0 81 0 0 2 162 0 247 0 0 0 0 Peak Hour 0.50 --- 0.84 0.82 --- --- --- --- --- Factor Peak Hour % 0% 0% 0% 0% --- --- 0% 0% 19% 0% 0% 0% 17% 0% 17% --- --- --- --- Trucks Peak Hour Inbound & Outbound Traffic North Leg South Leg East Leg West Leg In Out In Out In Out In Out , 0 1 2 2 164 82 81 163 WCR67 / SH 392 2 ST'S December 12th , 2023 Peak Hour: 16 : 30 - 17 : 30 Sustainable Traffic Peak 15 Minutes : 17 : 00 - 17 : 15 Solutions www. sustainabletrafficsolutions . com Passenger Vehicles Weld County Road 67 --- State Highway 392 State Highway 392 Northbound Southbound Eastbound Westbound Interval Start U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Time 16:00 0 0 0 1 --- --- --- --- 0 0 14 1 0 0 24 0 40 16: 15 0 0 0 0 --- --- --- --- 0 0 14 0 0 0 24 0 38 16:30 0 0 0 0 --- --- --- --- 0 0 18 0 0 0 27 0 45 16:45 0 0 0 1 --- --- --- --- 0 0 20 0 0 0 31 0 52 17:00 0 0 0 0 --- --- --- --- 0 0 11 0 0 2 42 0 55 17: 15 0 1 0 0 --- --- --- --- 0 0 17 0 0 0 35 0 53 17:30 0 0 0 0 --- -- --- --- 0 0 17 0 0 0 27 0 44 17:45 0 0 0 0 --- --- --- --- 0 0 13 0 0 0 21 0 34 Count Total 0 1 0 2 --- --- --- --- 0 0 124 1 0 2 231 0 361 Peak Hour 0 1 0 1 --- --- --- --- 0 0 66 0 0 2 135 0 205 Trucks Less Than 40' Long Weld County Road 67 --- State Highway 392 State Highway 392 Northbound Southbound Eastbound Westbound Interval Start U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Time 16:00 0 0 0 0 --- --- --- --- 0 0 1 0 0 0 0 0 1 16: 15 0 0 0 0 --- --- --- --- 0 0 0 0 0 0 0 0 0 16:30 0 0 0 0 --- --- --- --- 0 0 0 0 0 0 1 0 1 16:45 0 0 0 0 --- --- --- --- 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 --- --- --- --- 0 0 0 0 0 0 0 0 0 17: 15 0 0 0 0 --- --- --- --- 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 --- --- --- --- 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 --- --- --- --- 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 --- --- --- --- 0 0 1 0 0 0 1 0 2 Peak Hour 0 0 0 0 --- --- --- --- 0 0 0 0 0 0 1 0 1 Trucks Greater Than 40' Long Weld County Road 67 --- State Highway 392 State Highway 392 Northbound Southbound Eastbound Westbound Interval Start U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Time 16:00 0 0 0 0 --- --- --- --- 0 0 7 0 0 0 13 0 20 16: 15 0 0 0 0 --- --- --- --- 0 0 3 0 0 0 6 0 9 16:30 0 0 0 0 --- --- --- --- 0 0 2 0 0 0 9 0 11 16:45 0 0 0 0 --- -- --- --- 0 0 4 0 0 0 8 0 12 17:00 0 0 0 0 --- --- --- --- 0 0 5 0 0 0 6 0 11 17: 15 0 0 0 0 --- --- --- --- 0 0 4 0 0 0 3 0 7 17 :30 0 0 0 0 --- --- --- --- 0 0 6 0 0 0 5 0 11 17:45 0 0 0 0 --- --- --- --- 0 0 4 0 0 0 2 0 6 Count Total 0 0 0 0 --- --- --- --- 0 0 35 0 0 0 52 0 87 Peak Hour 0 0 0 0 --- --- --- --- 0 0 15 0 0 0 26 0 41 WCR 67 / WCR 68 1 srs December 12th , 2023 Peak Hour: 16 : 45 - 17 : 45 Sustainable Traffic Peak 15 Minutes : 17 : 15 - 17 : 30 Solutions www. sustainabletrafficsolutions . com Chevron Entrance Weld County Road 67 Weld County Road 68 Weld County Road 68 Northbound Southbound Eastbound Westbound Pedestrian Crossing Interval Start U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total North South East West Time 16:00 0 1 0 0 0 0 0 0 0 0 4 0 0 0 7 0 12 0 0 0 0 16: 15 0 0 0 0 0 0 0 0 0 0 1 0 0 0 13 0 14 0 0 0 0 16:30 0 2 0 0 0 0 0 0 0 0 2 0 0 0 4 0 8 0 0 0 0 16:45 0 0 0 0 0 0 0 0 0 0 5 1 0 0 6 1 13 0 0 0 0 17:00 0 2 0 0 0 1 0 0 0 0 6 0 0 0 2 0 11 0 0 0 0 17: 15 0 0 0 0 0 0 0 1 0 0 8 0 0 0 5 0 14 0 0 0 0 17:30 0 0 0 0 0 0 0 0 0 0 6 1 0 0 3 0 10 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 Count Total 0 5 0 0 0 1 0 1 0 0 32 2 0 0 42 1 84 0 0 0 0 Peak Hour 0 2 0 0 0 1 0 1 0 0 25 2 0 0 16 1 48 0 0 0 0 Peak Hour 0.25 0.50 0.84 0.61 --- --- --- --- --- Factor Peak Hour % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 8% 0% 0% 0% 6% 0% 6% --- Trucks Peak Hour Inbound & Outbound Traffic North Leg South Leg East Leg West Leg In Out In Out In Out In Out 2 3 2 2 17 26 27 19 WCR 67 / WCR 68 2 srs December 12th , 2023 Peak Hour: 16 : 45 - 17 : 45 Sustainable Traffic Peak 15 Minutes : 17 : 15 - 17 : 30 Solutions www. sustainabletrafficsolutions . com Passenger Vehicles Chevron Entrance Weld County Road 67 Weld County Road 68 Weld County Road 68 Northbound Southbound Eastbound Westbound Interval Start U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Time 16:00 0 1 0 0 0 0 0 0 0 0 4 0 0 0 6 0 11 16: 15 0 0 0 0 0 0 0 0 0 0 1 0 0 0 13 0 14 16:30 0 2 0 0 0 0 0 0 0 0 2 0 0 0 4 0 8 16:45 0 0 0 0 0 0 0 0 0 0 5 1 0 0 5 1 12 17:00 0 2 0 0 0 1 0 0 0 0 6 0 0 0 2 0 11 17: 15 0 0 0 0 0 0 0 1 0 0 8 0 0 0 5 0 14 17:30 0 0 0 0 0 0 0 0 0 0 4 1 0 0 3 0 8 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 Count Total 0 5 0 0 0 1 0 1 0 0 30 2 0 0 40 1 80 Peak Hour 0 2 0 0 0 1 0 1 0 0 23 2 0 0 15 1 45 Trucks Less Than 40' Long Chevron Entrance Weld County Road 67 Weld County Road 68 Weld County Road 68 Northbound Southbound Eastbound Westbound Interval Start U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Time 16:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 16: 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17: 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 Trucks Greater Than 40' Long Chevron Entrance Weld County Road 67 Weld County Road 68 Weld County Road 68 Northbound Southbound Eastbound Westbound Interval Start U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Time 16:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16: 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17 : 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 Peak Hour 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 Site Access / W C R 68 1 ST'S December 12th , 2023 Peak Hour: 16 : 00 - 17 : 00 Sustainable Traffic Peak 15 Minutes : 16 : 15 - 16 : 30 Solutions www. sustainabletrafficsolutions . com Site Access --- Weld County Road 68 Weld County Road 68 Northbound Southbound Eastbound Westbound Pedestrian Crossing Interval Start U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total North South East West Time 16:00 0 4 0 0 --- --- --- --- 0 0 4 0 0 0 4 0 12 0 0 0 0 16: 15 0 8 0 1 --- --- --- --- 0 0 0 0 0 0 4 0 13 0 0 0 0 16:30 0 1 0 0 --- --- --- --- 0 0 3 0 0 0 3 0 7 0 0 0 0 16:45 0 2 0 0 --- --- --- --- 0 0 5 0 0 0 5 0 12 0 0 0 0 17:00 0 0 0 1 --- --- --- --- 0 0 5 2 0 0 2 0 10 0 0 0 0 17: 15 0 4 0 0 --- --- --- --- 0 0 3 4 0 0 1 0 12 0 0 0 0 17:30 0 1 0 0 --- --- --- --- 0 0 5 1 0 0 2 0 9 0 0 0 0 17:45 0 0 0 0 --- --- --- --- 0 0 1 0 0 0 2 0 3 0 0 0 0 Count Total 0 20 0 2 --- --- --- --- 0 0 26 7 0 0 23 0 78 0 0 0 0 Peak Hour 0 15 0 1 --- --- --- --- 0 0 12 0 0 0 16 0 44 0 0 0 0 Peak Hour 0.44 --- 0.60 0.80 --- --- --- --- --- Factor Peak Hour % 0% 0% 0% 0% --- --- 0% 0% 8% 0% 0% 0% 13% 0% 7% --- --- --- --- Trucks Peak Hour Inbound & Outbound Traffic North Leg South Leg East Leg West Leg In Out In Out In Out In Out , 0 15 16 0 16 13 12 31 Site Access / W C R 68 2 ST'S December 12th , 2023 Peak Hour: 16 : 00 - 17 : 00 Sustainable Traffic Peak 15 Minutes : 16 : 15 - 16 : 30 Solutions www. sustainabletrafficsolutions . com Passenger Vehicles Site Access --- Weld County Road 68 Weld County Road 68 Northbound Southbound Eastbound Westbound Interval Start U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Time 16:00 0 4 0 0 --- --- --- --- 0 0 4 0 0 0 3 0 11 16: 15 0 8 0 1 --- --- --- --- 0 0 0 0 0 0 4 0 13 16:30 0 1 0 0 --- --- --- --- 0 0 3 0 0 0 3 0 7 16:45 0 2 0 0 --- --- --- --- 0 0 4 0 0 0 4 0 10 17:00 0 0 0 1 --- --- --- --- 0 0 5 2 0 0 2 0 10 17: 15 0 4 0 0 --- --- --- --- 0 0 3 4 0 0 1 0 12 17:30 0 1 0 0 -- --- --- --- 0 0 4 1 0 0 2 0 8 17:45 0 0 0 0 --- --- --- --- 0 0 1 0 0 0 2 0 3 Count Total 0 20 0 2 --- --- --- --- 0 0 24 7 0 0 21 0 74 Peak Hour 0 15 0 1 --- --- --- --- 0 0 11 0 0 0 14 0 41 Trucks Less Than 40' Long Site Access --- Weld County Road 68 Weld County Road 68 Northbound Southbound Eastbound Westbound Interval Start U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Time 16:00 0 0 0 0 --- --- --- --- 0 0 0 0 0 0 1 0 1 16: 15 0 0 0 0 --- --- --- --- 0 0 0 0 0 0 0 0 0 16:30 0 0 0 0 --- -- --- --- 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 --- --- --- --- 0 0 1 0 0 0 1 0 2 17:00 0 0 0 0 --- --- --- --- 0 0 0 0 0 0 0 0 0 17: 15 0 0 0 0 --- --- --- --- 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 --- --- --- --- 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 --- --- --- --- 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 --- --- --- --- 0 0 1 0 0 0 2 0 3 Peak Hour 0 0 0 0 --- --- --- --- 0 0 1 0 0 0 2 0 3 Trucks Greater Than 40' Long Site Access --- Weld County Road 68 Weld County Road 68 Northbound Southbound Eastbound Westbound Interval Start U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Time 16:00 0 0 0 0 --- --- --- --- 0 0 0 0 0 0 0 0 0 16: 15 0 0 0 0 --- --- --- --- 0 0 0 0 0 0 0 0 0 16:30 0 0 0 0 --- --- --- --- 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 --- --- --- --- 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 --- --- --- --- 0 0 0 0 0 0 0 0 0 17: 15 0 0 0 0 --- --- --- --- 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 --- --- --- --- 0 0 1 0 0 0 0 0 1 17:45 0 0 0 0 --- --- --- --- 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 --- --- --- --- 0 0 1 0 0 0 0 0 1 Peak Hour 0 0 0 0 --- --- --- --- 0 0 0 0 0 0 0 0 0 CD SH 392 / WCR 67 APR 9 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions South Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time NB SB NB SB NB SB NB SB 00:00 0 0 0 0 0 0 0 0 00: 15 0 0 0 0 0 0 0 0 00:30 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 :00 0 0 0 0 0 0 0 0 01 : 15 0 0 0 0 1 0 1 0 01 :30 0 0 0 0 0 0 0 0 01 :45 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 02:00 0 0 0 0 0 0 0 0 02: 15 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 03: 15 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 04: 15 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 05: 15 0 0 0 0 0 0 0 0 05:30 0 0 0 0 0 0 0 0 05:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 0 0 0 0 0 0 0 0 06: 15 0 0 0 0 0 0 0 0 06:30 1 0 0 0 0 0 1 0 06:45 3 0 0 0 0 0 3 0 4 0 0 0 0 0 4 0 07:00 0 0 0 0 0 0 0 0 07: 15 0 0 0 0 0 0 0 0 07:30 2 0 1 0 0 0 3 0 07:45 0 0 0 0 0 0 0 0 2 0 1 0 0 0 3 0 08:00 5 1 0 0 0 0 5 1 08: 15 0 2 0 0 1 0 1 2 08:30 1 0 0 0 0 0 1 0 08:45 0 3 0 0 0 0 0 3 6 6 0 0 1 0 7 6 09:00 1 0 0 1 0 0 1 1 09: 15 1 1 0 0 0 0 1 1 09:30 1 3 0 0 0 0 1 3 09:45 0 1 0 0 0 0 0 1 3 5 0 1 0 0 3 6 10:00 0 2 0 0 1 0 1 2 10: 15 0 0 0 0 0 0 0 0 10:30 1 0 0 0 0 1 1 1 10:45 0 0 0 0 0 0 0 0 1 2 0 0 1 1 2 3 11 :00 1 1 0 0 0 0 1 1 11 : 15 0 0 0 0 0 0 0 0 11 :30 1 0 0 0 0 0 1 0 11 :45 1 0 0 0 0 0 1 0 3 1 0 0 0 0 3 1 Count Total 19 14 1 1 3 1 23 16 Percent 83% 88% 4% 6% 13% 6% --- CD SH 392 / WCR 67 2 APR 9 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions South Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time NB SB NB SB NB SB NB SB 12:00 0 1 0 0 0 1 0 2 12: 15 1 0 0 0 1 0 2 0 12:30 2 1 0 0 1 0 3 1 12:45 0 0 0 0 0 0 0 0 3 2 0 0 2 1 5 3 13:00 2 2 0 0 0 0 2 2 13: 15 2 2 0 0 0 0 2 2 13:30 0 1 0 0 0 0 0 1 13:45 0 1 0 0 0 0 0 1 4 6 0 0 0 0 4 6 14:00 1 0 0 0 0 0 1 0 14: 15 1 0 0 0 0 0 1 0 14:30 1 0 0 0 0 0 1 0 14:45 1 0 1 0 0 0 2 0 4 0 1 0 0 0 5 0 15:00 0 1 0 0 0 0 0 1 15: 15 0 1 0 0 0 0 0 1 15:30 0 0 0 0 0 0 0 0 15:45 1 1 0 0 0 0 1 1 1 3 0 0 0 0 1 3 16:00 1 2 0 0 0 0 1 2 16: 15 0 1 0 0 0 0 0 1 16:30 0 2 0 0 0 0 0 2 16:45 1 0 0 0 0 0 1 0 2 5 0 0 0 0 2 5 17:00 0 0 0 0 0 0 0 0 17: 15 0 0 0 0 1 0 1 0 17:30 1 0 0 0 1 0 2 0 17:45 0 0 0 0 0 0 0 0 1 0 0 0 2 0 3 0 18:00 0 1 0 0 0 0 0 1 18: 15 0 0 0 0 0 0 0 0 18:30 1 0 0 0 0 0 1 0 18:45 0 2 0 0 0 0 0 2 1 3 0 0 0 0 1 3 19:00 0 0 0 0 0 0 0 0 19: 15 0 0 0 0 0 0 0 0 19:30 0 1 0 0 0 0 0 1 19:45 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 20:00 0 0 0 0 0 0 0 0 20: 15 0 0 0 0 0 0 0 0 20:30 0 0 0 0 0 0 0 0 20:45 1 0 0 0 1 0 2 0 1 0 0 0 1 0 2 0 21 :00 0 0 0 0 0 0 0 0 21 : 15 0 0 0 0 0 1 0 1 21 :30 0 0 0 0 0 0 0 0 21 :45 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 22:00 0 1 0 0 0 0 0 1 22: 15 0 1 0 0 0 0 0 1 22:30 0 0 0 0 0 0 0 0 22:45 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 23:00 0 0 0 0 0 0 0 0 23: 15 0 0 0 0 0 0 0 0 23:30 0 0 0 0 1 0 1 0 23:45 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 Count Total 17 22 1 0 6 2 24 24 Percent 71 % 92% 4% 0% 25% 8% --- CD SH 392 / WCR 67 3 APR 9 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions East Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time WB EB WB EB WB EB WB EB 00:00 0 0 0 1 0 0 0 1 00: 15 0 1 0 0 1 0 1 1 00:30 0 0 0 0 0 1 0 1 00:45 1 1 0 0 0 1 1 2 1 2 0 1 1 2 2 5 01 :00 0 1 0 0 0 1 0 2 01 : 15 0 1 0 1 1 2 1 4 01 :30 2 0 1 0 0 1 3 1 01 :45 1 2 0 1 0 0 1 3 3 4 1 2 1 4 5 10 02:00 4 0 1 0 0 1 5 1 02: 15 1 0 0 0 0 1 1 1 02:30 1 0 0 0 1 0 2 0 02:45 2 1 2 0 0 1 4 2 8 1 3 0 1 3 12 4 03:00 5 4 0 0 0 0 5 4 03: 15 0 1 1 0 2 0 3 1 03:30 4 1 1 0 0 1 5 2 03:45 5 5 0 0 0 0 5 5 14 11 2 0 2 1 18 12 04:00 5 2 0 1 2 2 7 5 04: 15 6 4 2 0 4 0 12 4 04:30 7 4 1 1 0 2 8 7 04:45 10 8 0 0 0 2 10 10 28 18 3 2 6 6 37 26 05:00 4 6 0 0 0 1 4 7 05: 15 5 6 0 0 4 1 9 7 05:30 11 8 0 1 1 4 12 13 05:45 12 13 1 0 3 2 16 15 32 33 1 1 8 8 41 42 06:00 18 24 0 3 4 1 22 28 06: 15 12 24 0 1 2 9 14 34 06:30 19 27 0 2 7 9 26 38 06:45 13 19 0 0 3 6 16 25 62 94 0 6 16 25 78 125 07:00 12 25 1 0 6 4 19 29 07: 15 18 19 0 1 2 12 20 32 07:30 8 24 1 1 5 10 14 35 07:45 11 18 0 1 5 8 16 27 49 86 2 3 18 34 69 123 08:00 13 23 0 2 3 6 16 31 08: 15 14 15 0 0 2 8 16 23 08:30 9 21 1 4 3 10 13 35 08:45 14 13 0 2 5 13 19 28 50 72 1 8 13 37 64 117 09:00 11 12 0 1 8 12 19 25 09: 15 16 18 0 2 10 12 26 32 09:30 16 9 0 0 2 8 18 17 09:45 14 12 1 1 8 6 23 19 57 51 1 4 28 38 86 93 10:00 24 6 0 1 3 9 27 16 10: 15 16 6 0 2 10 5 26 13 10:30 12 13 1 0 10 5 23 18 10:45 12 10 0 0 6 2 18 12 64 35 1 3 29 21 94 59 11 :00 6 7 0 0 8 4 14 11 11 : 15 10 11 3 0 8 4 21 15 11 :30 8 8 1 0 5 6 14 14 11 :45 5 10 1 3 10 7 16 20 29 36 5 3 31 21 65 60 Count Total 397 443 20 33 154 200 571 676 Percent 70% 66% 4% 5% 27% 30% --- CD SH 392 / WCR 67 4 APR 9 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions East Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time WB EB WB EB WB EB WB EB 12:00 10 12 4 1 8 6 22 19 12: 15 7 7 1 0 5 5 13 12 12:30 9 20 2 0 2 6 13 26 12:45 3 8 0 1 5 13 8 22 29 47 7 2 20 30 56 79 13:00 10 7 2 1 4 10 16 18 13: 15 10 7 2 1 4 10 16 18 13:30 14 10 0 0 9 6 23 16 13:45 14 10 0 0 9 6 23 16 48 34 4 2 26 32 78 68 14:00 7 12 1 0 8 7 16 19 14: 15 10 10 0 2 10 7 20 19 14:30 10 10 0 2 10 7 20 19 14:45 14 17 1 2 12 7 27 26 41 49 2 6 40 28 83 83 15:00 14 14 2 0 3 6 19 20 15: 15 14 14 2 0 3 6 19 20 15:30 13 17 1 1 8 2 22 20 15:45 18 14 0 2 4 1 22 17 59 59 5 3 18 15 82 77 16:00 17 15 3 0 7 0 27 15 16: 15 15 11 3 0 7 5 25 16 16:30 32 10 2 0 3 8 37 18 16:45 24 19 1 0 7 3 32 22 88 55 9 0 24 16 121 71 17:00 21 16 2 0 6 5 29 21 17: 15 26 16 3 1 10 2 39 19 17:30 22 18 2 0 8 2 32 20 17:45 25 15 1 0 7 1 33 16 94 65 8 1 31 10 133 76 18:00 22 15 3 0 8 5 33 20 18: 15 14 7 1 0 6 3 21 10 18:30 12 18 1 2 4 3 17 23 18:45 10 8 0 0 0 1 10 9 58 48 5 2 18 12 81 62 19:00 10 7 0 0 7 0 17 7 19: 15 3 5 0 0 2 5 5 10 19:30 8 8 2 0 1 4 11 12 19:45 2 12 0 0 1 7 3 19 23 32 2 0 11 16 36 48 20:00 5 7 0 0 3 5 8 12 20: 15 4 7 1 0 4 1 9 8 20:30 1 1 0 1 1 2 2 4 20:45 2 4 0 0 0 1 2 5 12 19 1 1 8 9 21 29 21 :00 3 11 0 0 3 2 6 13 21 : 15 3 6 0 0 3 1 6 7 21 :30 2 4 0 0 1 1 3 5 21 :45 3 5 0 0 0 0 3 5 11 26 0 0 7 4 18 30 22:00 3 4 0 0 1 0 4 4 22: 15 1 0 0 0 1 0 2 0 22:30 1 2 0 0 1 1 2 3 22:45 3 3 0 1 2 0 5 4 8 9 0 1 5 1 13 11 23:00 1 2 0 0 2 0 3 2 23: 15 1 3 0 1 0 0 1 4 23:30 3 3 0 0 0 1 3 4 23:45 1 0 0 0 1 1 2 1 6 8 0 1 3 2 9 11 Count Total 477 451 43 19 211 175 731 645 Percent 65% 70% 6% 3% 29% 27% --- CD SH 392 / WCR 67 5 APR 9 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions West Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time EB WB EB WB EB WB EB WB 00:00 0 0 1 0 0 0 1 0 00: 15 1 0 0 0 0 1 1 1 00:30 0 0 0 0 1 0 1 0 00:45 1 1 0 0 1 0 2 1 2 1 1 0 2 1 5 2 01 :00 1 0 0 0 1 0 2 0 01 : 15 1 0 1 0 1 1 3 1 01 :30 0 2 0 1 1 0 1 3 01 :45 2 1 1 0 0 0 3 1 4 3 2 1 3 1 9 5 02:00 0 4 0 1 1 0 1 5 02: 15 0 1 0 0 1 0 1 1 02:30 0 1 0 0 0 1 0 2 02:45 1 2 0 2 1 0 2 4 1 8 0 3 3 1 4 12 03:00 4 5 0 0 0 0 4 5 03: 15 1 0 0 1 0 2 1 3 03:30 1 4 0 1 1 0 2 5 03:45 5 5 0 0 0 0 5 5 11 14 0 2 1 2 12 18 04:00 2 5 1 0 2 2 5 7 04: 15 4 6 0 2 0 4 4 12 04:30 4 7 1 1 2 0 7 8 04:45 8 10 0 0 2 0 10 10 18 28 2 3 6 6 26 37 05:00 6 4 0 0 1 0 7 4 05: 15 6 5 0 0 1 4 7 9 05:30 8 11 1 0 4 1 13 12 05:45 13 12 0 1 2 3 15 16 33 32 1 1 8 8 42 41 06:00 24 18 3 0 1 4 28 22 06: 15 24 12 1 0 9 2 34 14 06:30 27 20 2 0 9 7 38 27 06:45 19 16 0 0 6 3 25 19 94 66 6 0 25 16 125 82 07:00 25 12 0 1 4 6 29 19 07: 15 19 18 1 0 12 2 32 20 07:30 22 8 0 1 10 5 32 14 07:45 18 11 1 0 8 5 27 16 84 49 2 2 34 18 120 69 08:00 18 12 2 0 6 3 26 15 08: 15 17 14 0 0 7 2 24 16 08:30 20 9 4 1 10 3 34 13 08:45 13 11 2 0 13 5 28 16 68 46 8 1 36 13 112 60 09:00 11 11 2 0 12 8 25 19 09: 15 18 16 2 0 12 10 32 26 09:30 8 13 0 0 8 2 16 15 09:45 12 13 1 1 6 8 19 22 49 53 5 1 38 28 92 82 10:00 6 22 1 0 8 3 15 25 10: 15 6 16 2 0 5 10 13 26 10:30 12 12 0 1 5 9 17 22 10:45 10 12 0 0 2 6 12 18 34 62 3 1 20 28 57 91 11 :00 7 6 0 0 4 8 11 14 11 : 15 11 10 0 3 4 8 15 21 11 :30 8 9 0 1 6 5 14 15 11 :45 10 6 3 1 7 10 20 17 36 31 3 5 21 31 60 67 Count Total 434 393 33 20 197 153 664 566 Percent 65% 69% 5% 4% 30% 27% --- CD SH 392 / WCR 67 6 APR 9 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions West Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time EB WB EB WB EB WB EB WB 12:00 13 10 1 4 7 8 21 22 12: 15 7 8 0 1 5 6 12 15 12:30 19 9 0 2 5 2 24 13 12:45 8 3 1 0 13 5 22 8 47 30 2 7 30 21 79 58 13:00 6 9 1 2 10 4 17 15 13: 15 6 9 1 2 10 4 17 15 13:30 10 13 0 0 6 9 16 22 13:45 10 13 0 0 6 9 16 22 32 44 2 4 32 26 66 74 14:00 11 7 0 1 7 8 18 16 14: 15 9 10 2 0 7 10 18 20 14:30 9 10 2 0 7 10 18 20 14:45 16 14 1 1 7 12 24 27 45 41 5 2 28 40 78 83 15:00 14 13 0 2 6 3 20 18 15: 15 14 13 0 2 6 3 20 18 15:30 17 13 1 1 2 8 20 22 15:45 13 17 2 0 1 4 16 21 58 56 3 5 15 18 76 79 16:00 16 17 0 3 0 7 16 27 16: 15 11 14 0 3 5 7 16 24 16:30 10 30 0 2 8 3 18 35 16:45 18 24 0 1 3 7 21 32 55 85 0 9 16 24 71 118 17:00 16 21 0 2 5 6 21 29 17: 15 16 26 1 3 1 10 18 39 17:30 17 22 0 2 2 9 19 33 17:45 15 25 0 1 1 7 16 33 64 94 1 8 9 32 74 134 18:00 15 21 0 3 5 8 20 32 18: 15 7 14 0 1 3 6 10 21 18:30 18 13 2 1 3 4 23 18 18:45 9 9 0 0 1 0 10 9 49 57 2 5 12 18 63 80 19:00 7 10 0 0 0 7 7 17 19: 15 5 3 0 0 5 2 10 5 19:30 9 8 0 2 4 1 13 11 19:45 12 2 0 0 7 1 19 3 33 23 0 2 16 11 49 36 20:00 7 5 0 0 5 3 12 8 20: 15 7 4 0 1 1 4 8 9 20:30 1 1 1 0 2 1 4 2 20:45 3 2 0 0 0 0 3 2 18 12 1 1 8 8 27 21 21 :00 11 3 0 0 2 3 13 6 21 : 15 6 3 0 0 1 2 7 5 21 :30 4 2 0 0 1 1 5 3 21 :45 5 3 0 0 0 0 5 3 26 11 0 0 4 6 30 17 22:00 5 3 0 0 0 1 5 4 22: 15 0 0 0 0 0 1 0 1 22:30 2 1 0 0 1 1 3 2 22:45 3 3 1 0 0 2 4 5 10 7 1 0 1 5 12 12 23:00 2 1 0 0 0 2 2 3 23: 15 3 1 1 0 0 0 4 1 23:30 3 3 0 0 0 0 3 3 23:45 0 1 0 0 1 1 1 2 8 6 1 0 1 3 10 9 Count Total 445 466 18 43 172 212 635 721 Percent 70% 65% 3% 6% 27% 29% --- CD SH 392 / WCR67 1 APR 10 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions South Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time NB SB NB SB NB SB NB SB 00:00 0 0 0 0 0 0 0 0 00: 15 0 0 0 0 0 0 0 0 00:30 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 :00 0 0 0 0 0 0 0 0 01 : 15 0 0 0 0 0 0 0 0 01 :30 0 0 0 0 0 1 0 1 01 :45 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 02:00 0 0 0 0 0 0 0 0 02: 15 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 02:45 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 0 03:00 0 0 0 0 0 0 0 0 03: 15 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 04: 15 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 05: 15 0 0 0 0 0 0 0 0 05:30 0 0 0 0 0 0 0 0 05:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 0 0 0 0 0 0 0 0 06: 15 1 1 0 0 0 0 1 1 06:30 0 1 0 0 0 0 0 1 06:45 3 0 0 0 0 0 3 0 4 2 0 0 0 0 4 2 07:00 2 0 0 0 0 0 2 0 07: 15 0 0 0 0 0 0 0 0 07:30 2 1 0 0 0 0 2 1 07:45 5 1 0 0 0 0 5 1 9 2 0 0 0 0 9 2 08:00 1 0 1 0 0 0 2 0 08: 15 1 4 1 0 1 1 3 5 08:30 1 0 0 0 0 0 1 0 08:45 1 0 0 0 0 1 1 1 4 4 2 0 1 2 7 6 09:00 0 1 0 0 0 0 0 1 09: 15 1 0 0 0 0 0 1 0 09:30 1 1 0 0 0 0 1 1 09:45 0 1 0 0 0 0 0 1 2 3 0 0 0 0 2 3 10:00 2 3 0 0 0 1 2 4 10: 15 0 1 0 0 0 0 0 1 10:30 2 1 0 0 0 0 2 1 10:45 2 0 0 0 0 1 2 1 6 5 0 0 0 2 6 7 11 :00 1 1 0 0 1 0 2 1 11 : 15 2 0 1 0 0 2 3 2 11 :30 3 2 0 0 0 0 3 2 11 :45 1 0 0 0 0 0 1 0 7 3 1 0 1 2 9 5 Count Total 32 19 3 0 3 7 38 26 Percent 84% 73% 8% 0% 8% 27% --- CD SH 392 / WCR 67 2 APR 10 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions South Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time NB SB NB SB NB SB NB SB 12:00 1 3 0 0 0 1 1 4 12: 15 0 3 0 0 0 0 0 3 12:30 0 2 1 1 0 0 1 3 12:45 0 1 2 0 0 0 2 1 1 9 3 1 0 1 4 11 13:00 1 0 2 0 0 0 3 0 13: 15 1 0 2 0 0 0 3 0 13:30 0 1 0 0 2 0 2 1 13:45 0 1 0 0 2 0 2 1 2 2 4 0 4 0 10 2 14:00 2 1 1 0 0 0 3 1 14: 15 0 1 0 0 0 1 0 2 14:30 0 1 0 0 0 1 0 2 14:45 1 1 0 0 0 0 1 1 3 4 1 0 0 2 4 6 15:00 0 1 0 0 0 0 0 1 15: 15 0 1 0 0 0 0 0 1 15:30 1 1 0 0 0 0 1 1 15:45 0 0 0 0 0 0 0 0 1 3 0 0 0 0 1 3 16:00 2 2 0 0 1 0 3 2 16: 15 0 1 0 0 0 0 0 1 16:30 0 0 0 0 1 0 1 0 16:45 0 0 0 0 0 0 0 0 2 3 0 0 2 0 4 3 17:00 0 0 0 0 0 0 0 0 17: 15 0 0 0 0 1 0 1 0 17:30 1 1 0 0 0 0 1 1 17:45 0 1 0 0 0 0 0 1 1 2 0 0 1 0 2 2 18:00 0 1 0 0 0 0 0 1 18: 15 1 0 0 0 0 0 1 0 18:30 1 0 0 0 0 0 1 0 18:45 0 1 0 0 0 0 0 1 2 2 0 0 0 0 2 2 19:00 0 0 0 0 0 0 0 0 19: 15 0 0 0 0 1 0 1 0 19:30 0 0 0 0 0 0 0 0 19:45 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 20:00 0 0 0 0 0 0 0 0 20: 15 0 0 0 0 0 0 0 0 20:30 0 0 0 0 0 0 0 0 20:45 0 1 0 0 1 0 1 1 0 1 0 0 1 0 1 1 21 :00 0 0 0 0 0 0 0 0 21 : 15 0 0 0 0 0 1 0 1 21 :30 0 0 0 0 0 0 0 0 21 :45 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 22:00 0 0 0 0 0 0 0 0 22: 15 0 0 0 0 0 0 0 0 22:30 0 0 0 0 0 0 0 0 22:45 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 0 23:00 0 2 0 0 0 1 0 3 23: 15 0 0 0 0 0 0 0 0 23:30 0 0 0 0 0 0 0 0 23:45 0 0 0 0 0 0 0 0 0 2 0 0 0 1 0 3 Count Total 12 28 8 1 10 5 30 34 Percent 40% 82% 27% 3% 33% 15% --- CD SH 392 / WCR 67 3 APR 10 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions East Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time WB EB WB EB WB EB WB EB 00:00 1 1 1 0 0 0 2 1 00: 15 1 0 1 0 0 2 2 2 00:30 0 0 1 3 2 0 3 3 00:45 1 0 1 0 1 1 3 1 3 1 4 3 3 3 10 7 01 :00 1 0 0 0 1 1 2 1 01 : 15 0 0 0 0 0 0 0 0 01 :30 0 2 0 0 1 1 1 3 01 :45 0 0 0 1 0 1 0 2 1 2 0 1 2 3 3 6 02:00 0 0 1 0 0 0 1 0 02: 15 1 1 0 0 1 0 2 1 02:30 2 1 1 2 1 0 4 3 02:45 1 1 0 0 0 3 1 4 4 3 2 2 2 3 8 8 03:00 0 1 1 0 2 3 3 4 03: 15 2 1 0 0 4 1 6 2 03:30 3 3 0 1 1 2 4 6 03:45 1 4 0 0 1 2 2 6 6 9 1 1 8 8 15 18 04:00 3 1 0 0 1 1 4 2 04: 15 7 4 0 1 2 0 9 5 04:30 10 6 0 0 1 1 11 7 04:45 4 11 0 1 2 4 6 16 24 22 0 2 6 6 30 30 05:00 3 6 0 0 3 1 6 7 05: 15 8 9 0 0 5 2 13 11 05:30 11 9 0 1 2 1 13 11 05:45 15 13 0 2 3 6 18 21 37 37 0 3 13 10 50 50 06:00 12 29 2 3 4 1 18 33 06: 15 19 32 0 1 4 4 23 37 06:30 13 18 1 3 7 4 21 25 06:45 21 23 0 2 2 5 23 30 65 102 3 9 17 14 85 125 07:00 10 20 0 0 4 5 14 25 07: 15 16 20 0 2 5 14 21 36 07:30 10 14 0 1 3 0 13 15 07:45 9 18 0 1 6 3 15 22 45 72 0 4 18 22 63 98 08:00 14 16 1 3 5 10 20 29 08: 15 11 25 0 0 9 14 20 39 08:30 20 13 0 1 5 7 25 21 08:45 12 13 1 1 6 11 19 25 57 67 2 5 25 42 84 114 09:00 7 16 2 0 9 3 18 19 09: 15 23 11 0 1 5 7 28 19 09:30 10 14 2 1 2 9 14 24 09:45 6 11 3 0 3 6 12 17 46 52 7 2 19 25 72 79 10:00 11 21 1 2 12 7 24 30 10: 15 11 11 0 1 4 9 15 21 10:30 13 11 0 2 8 3 21 16 10:45 14 13 2 0 4 8 20 21 49 56 3 5 28 27 80 88 11 :00 8 9 1 1 4 2 13 12 11 : 15 11 11 1 2 9 5 21 18 11 :30 13 11 0 1 4 3 17 15 11 :45 7 7 1 1 9 1 17 9 39 38 3 5 26 11 68 54 Count Total 376 461 25 42 167 174 568 677 Percent 66% 68% 4% 6% 29% 26% --- CD SH 392 / WCR 67 4 APR 10 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions East Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time WB EB WB EB WB EB WB EB 12:00 22 12 1 1 12 6 35 19 12: 15 15 9 1 0 9 10 25 19 12:30 21 5 2 5 10 6 33 16 12:45 10 7 1 3 5 4 16 14 68 33 5 9 36 26 109 68 13:00 6 6 0 3 7 9 13 18 13: 15 6 6 0 3 7 9 13 18 13:30 12 15 2 1 3 15 17 31 13:45 12 15 2 1 3 15 17 31 36 42 4 8 20 48 60 98 14:00 12 22 2 1 4 6 18 29 14: 15 13 9 4 2 4 4 21 15 14:30 13 9 4 2 4 4 21 15 14:45 18 11 0 0 8 8 26 19 56 51 10 5 20 22 86 78 15:00 14 3 1 2 6 4 21 9 15: 15 14 3 1 2 6 4 21 9 15:30 15 8 2 1 6 6 23 15 15:45 27 19 1 0 2 2 30 21 70 33 5 5 20 16 95 54 16:00 29 14 3 1 4 5 36 20 16: 15 27 8 1 1 12 1 40 10 16:30 18 11 0 1 6 3 24 15 16:45 25 18 1 2 10 6 36 26 99 51 5 5 32 15 136 71 17:00 21 19 2 0 7 2 30 21 17: 15 28 19 2 0 5 1 35 20 17:30 17 23 1 0 3 0 21 23 17:45 14 13 0 1 7 7 21 21 80 74 5 1 22 10 107 85 18:00 23 10 2 0 3 3 28 13 18: 15 10 12 1 1 1 0 12 13 18:30 11 6 1 1 2 3 14 10 18:45 5 14 1 0 4 1 10 15 49 42 5 2 10 7 64 51 19:00 11 7 2 1 6 3 19 11 19: 15 10 3 0 0 4 7 14 10 19:30 9 6 0 1 5 3 14 10 19:45 3 11 0 1 5 1 8 13 33 27 2 3 20 14 55 44 20:00 3 6 0 0 0 2 3 8 20: 15 4 11 1 0 3 3 8 14 20:30 3 6 1 2 3 0 7 8 20:45 3 1 0 0 3 1 6 2 13 24 2 2 9 6 24 32 21 :00 1 3 1 1 3 3 5 7 21 : 15 1 6 0 2 3 2 4 10 21 :30 0 5 0 0 1 1 1 6 21 :45 1 2 0 0 2 2 3 4 3 16 1 3 9 8 13 27 22:00 1 3 1 1 2 1 4 5 22: 15 1 1 0 0 1 2 2 3 22:30 0 1 0 2 4 0 4 3 22:45 2 1 0 2 5 2 7 5 4 6 1 5 12 5 17 16 23:00 1 4 0 0 1 0 2 4 23: 15 4 3 0 0 3 0 7 3 23:30 1 1 0 0 1 0 2 1 23:45 1 1 0 0 0 0 1 1 7 9 0 0 5 0 12 9 Count Total 518 408 45 48 215 177 778 633 Percent 67% 64% 6% 8% 28% 28% --- CD SH 392 / WCR 67 5 APR 10 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions West Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time EB WB EB WB EB WB EB WB 00:00 1 1 0 1 0 0 1 2 00: 15 0 1 0 1 2 0 2 2 00:30 0 0 3 1 0 2 3 3 00:45 0 1 0 1 1 1 1 3 1 3 3 4 3 3 7 10 01 :00 0 1 0 0 1 1 1 2 01 : 15 0 0 0 0 0 0 0 0 01 :30 2 0 0 0 1 0 3 0 01 :45 0 0 1 0 1 0 2 0 2 1 1 0 3 1 6 2 02:00 0 0 0 1 0 0 0 1 02: 15 1 1 0 0 0 1 1 2 02:30 1 2 2 1 0 1 3 4 02:45 1 1 0 0 2 0 3 1 3 4 2 2 2 2 7 8 03:00 1 0 0 1 3 2 4 3 03: 15 1 2 0 0 1 4 2 6 03:30 3 3 1 0 2 1 6 4 03:45 4 1 0 0 2 1 6 2 9 6 1 1 8 8 18 15 04:00 1 3 0 0 1 1 2 4 04: 15 4 7 1 0 0 2 5 9 04:30 6 10 0 0 1 1 7 11 04:45 11 4 1 0 4 2 16 6 22 24 2 0 6 6 30 30 05:00 6 3 0 0 1 3 7 6 05: 15 9 8 0 0 2 5 11 13 05:30 9 11 1 0 1 2 11 13 05:45 13 15 2 0 6 3 21 18 37 37 3 0 10 13 50 50 06:00 29 12 3 2 1 4 33 18 06: 15 32 19 1 0 4 4 37 23 06:30 18 12 3 1 4 7 25 20 06:45 23 24 2 0 5 2 30 26 102 67 9 3 14 17 125 87 07:00 18 10 0 0 5 4 23 14 07: 15 20 16 2 0 14 5 36 21 07:30 14 11 1 0 0 3 15 14 07:45 15 10 1 0 3 6 19 16 67 47 4 0 22 18 93 65 08:00 16 15 2 1 10 5 28 21 08: 15 26 9 0 1 13 8 39 18 08:30 13 21 1 0 7 5 21 26 08:45 13 13 1 1 11 5 25 19 68 58 4 3 41 23 113 84 09:00 16 6 0 2 3 9 19 17 09: 15 10 23 1 0 7 5 18 28 09:30 14 10 1 2 9 2 24 14 09:45 12 6 0 3 6 3 18 12 52 45 2 7 25 19 79 71 10:00 19 8 2 1 8 12 29 21 10: 15 11 10 1 0 9 4 21 14 10:30 10 13 2 0 3 8 15 21 10:45 11 14 0 2 8 3 19 19 51 45 5 3 28 27 84 75 11 :00 10 9 1 1 2 5 13 15 11 : 15 10 12 1 1 5 7 16 20 11 :30 8 11 1 0 3 4 12 15 11 :45 6 7 1 1 1 9 8 17 34 39 4 3 11 25 49 67 Count Total 448 376 40 26 173 162 661 564 Percent 68% 67% 6% 5% 26% 29% --- CD SH 392 / WCR 67 6 APR 10 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions West Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time EB WB EB WB EB WB EB WB 12:00 12 20 1 1 6 11 19 32 12: 15 9 12 0 1 10 9 19 22 12:30 5 19 4 1 6 10 15 30 12:45 8 10 2 2 4 5 14 17 34 61 7 5 26 35 67 101 13:00 6 7 1 0 9 7 16 14 13: 15 6 7 1 0 9 7 16 14 13:30 15 11 1 2 13 3 29 16 13:45 15 11 1 2 13 3 29 16 42 36 4 4 44 20 90 60 14:00 20 11 0 2 6 4 26 17 14: 15 10 13 2 4 4 3 16 20 14:30 10 13 2 4 4 3 16 20 14:45 10 17 0 0 8 8 18 25 50 54 4 10 22 18 76 82 15:00 4 14 2 1 4 6 10 21 15: 15 4 14 2 1 4 6 10 21 15:30 8 15 1 2 6 6 15 23 15:45 19 27 0 1 2 2 21 30 35 70 5 5 16 20 56 95 16:00 14 29 1 3 4 4 19 36 16: 15 8 26 1 1 1 12 10 39 16:30 11 18 1 0 2 6 14 24 16:45 18 25 2 1 6 10 26 36 51 98 5 5 13 32 69 135 17:00 19 21 0 2 2 7 21 30 17: 15 19 28 0 2 0 5 19 35 17:30 23 17 0 1 0 3 23 21 17:45 14 14 1 0 7 7 22 21 75 80 1 5 9 22 85 107 18:00 10 22 0 2 3 3 13 27 18: 15 12 11 1 1 0 1 13 13 18:30 5 11 1 1 3 2 9 14 18:45 14 4 0 1 1 4 15 9 41 48 2 5 7 10 50 63 19:00 7 11 1 2 3 6 11 19 19: 15 3 10 0 0 6 4 9 14 19:30 6 9 1 0 3 5 10 14 19:45 11 3 1 0 1 5 13 8 27 33 3 2 13 20 43 55 20:00 6 3 0 0 2 0 8 3 20: 15 11 4 0 1 3 3 14 8 20:30 6 3 2 1 0 3 8 7 20:45 1 2 0 0 0 3 1 5 24 12 2 2 5 9 31 23 21 :00 3 1 1 1 3 3 7 5 21 : 15 6 1 2 0 2 2 10 3 21 :30 5 0 0 0 1 1 6 1 21 :45 2 1 0 0 2 2 4 3 16 3 3 1 8 8 27 12 22:00 3 1 1 1 1 2 5 4 22: 15 1 1 0 0 2 1 3 2 22:30 1 0 2 0 0 4 3 4 22:45 1 2 2 0 1 5 4 7 6 4 5 1 4 12 15 17 23:00 6 1 0 0 0 0 6 1 23: 15 3 4 0 0 0 3 3 7 23:30 1 1 0 0 0 1 1 2 23:45 1 1 0 0 0 0 1 1 11 7 0 0 0 4 11 11 Count Total 412 506 41 45 167 210 620 761 Percent 66% 66% 7% 6% 27% 28% --- CD SH 392 / WCR 67 1 APR 11 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions South Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time NB SB NB SB NB SB NB SB 00:00 0 0 0 0 1 0 1 0 00: 15 0 0 0 0 0 0 0 0 00:30 0 0 0 0 0 1 0 1 00:45 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 01 :00 0 0 0 0 0 0 0 0 01 : 15 0 0 0 0 0 1 0 1 01 :30 0 0 0 0 0 0 0 0 01 :45 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 02:00 0 0 0 0 1 0 1 0 02: 15 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 03:00 0 0 0 0 0 0 0 0 03: 15 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 04: 15 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 05: 15 0 0 0 0 0 0 0 0 05:30 0 0 0 0 0 0 0 0 05:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 0 0 0 0 0 0 0 0 06: 15 1 0 0 0 0 0 1 0 06:30 0 0 0 0 0 0 0 0 06:45 1 0 0 0 0 0 1 0 2 0 0 0 0 0 2 0 07:00 1 1 0 0 0 0 1 1 07: 15 3 0 0 0 0 0 3 0 07:30 1 0 0 0 0 0 1 0 07:45 0 1 0 0 0 0 0 1 5 2 0 0 0 0 5 2 08:00 0 1 0 0 1 0 1 1 08: 15 1 0 0 0 0 0 1 0 08:30 2 0 0 0 0 1 2 1 08:45 0 0 0 0 0 0 0 0 3 1 0 0 1 1 4 2 09:00 1 1 0 0 0 0 1 1 09: 15 2 1 0 0 0 0 2 1 09:30 4 0 0 1 0 0 4 1 09:45 1 0 0 0 0 0 1 0 8 2 0 1 0 0 8 3 10:00 0 0 0 0 0 0 0 0 10: 15 0 2 0 0 1 0 1 2 10:30 1 1 0 0 1 0 2 1 10:45 1 0 1 0 0 1 2 1 2 3 1 0 2 1 5 4 11 :00 1 0 0 0 1 1 2 1 11 : 15 1 5 0 0 0 0 1 5 11 :30 1 0 0 0 0 0 1 0 11 :45 0 2 0 0 0 0 0 2 3 7 0 0 1 1 4 8 Count Total 23 15 1 1 6 5 30 21 Percent 77% 71 % 3% 5% 20% 24% --- CD SH 392 / WCR 67 2 APR 11 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions South Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time NB SB NB SB NB SB NB SB 12:00 2 1 0 0 0 0 2 1 12: 15 1 0 0 0 0 0 1 0 12:30 1 1 0 0 0 0 1 1 12:45 0 0 0 0 0 0 0 0 4 2 0 0 0 0 4 2 13:00 0 2 0 0 0 0 0 2 13: 15 0 2 0 0 0 0 0 2 13:30 1 1 0 0 0 0 1 1 13:45 1 1 0 0 0 0 1 1 2 6 0 0 0 0 2 6 14:00 3 3 0 0 0 1 3 4 14: 15 0 2 0 0 0 0 0 2 14:30 0 2 0 0 0 0 0 2 14:45 1 0 0 0 0 0 1 0 4 7 0 0 0 1 4 8 15:00 2 2 0 0 0 0 2 2 15: 15 2 2 0 0 0 0 2 2 15:30 1 0 1 1 0 0 2 1 15:45 1 1 0 0 0 0 1 1 6 5 1 1 0 0 7 6 16:00 0 0 0 0 1 0 1 0 16: 15 1 2 0 0 0 0 1 2 16:30 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 0 1 2 0 0 1 0 2 2 17:00 1 1 0 0 0 0 1 1 17: 15 1 0 0 0 0 0 1 0 17:30 0 0 0 0 0 0 0 0 17:45 0 1 0 0 0 0 0 1 2 2 0 0 0 0 2 2 18:00 0 2 0 0 0 0 0 2 18: 15 0 1 0 0 0 0 0 1 18:30 0 1 0 0 0 0 0 1 18:45 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 4 19:00 1 1 0 0 0 0 1 1 19: 15 0 1 0 0 0 0 0 1 19:30 0 0 0 0 0 0 0 0 19:45 0 0 0 0 0 0 0 0 1 2 0 0 0 0 1 2 20:00 0 1 0 0 1 0 1 1 20: 15 0 0 0 0 0 0 0 0 20:30 0 0 0 0 0 1 0 1 20:45 0 0 0 0 0 0 0 0 0 1 0 0 1 1 1 2 21 :00 0 0 0 0 0 0 0 0 21 : 15 0 1 0 0 0 0 0 1 21 :30 0 0 0 0 0 0 0 0 21 :45 0 0 0 0 1 0 1 0 0 1 0 0 1 0 1 1 22:00 0 0 0 0 0 0 0 0 22: 15 0 0 0 0 0 1 0 1 22:30 0 0 0 0 0 0 0 0 22:45 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 23:00 0 0 0 0 0 0 0 0 23: 15 0 0 0 0 0 0 0 0 23:30 1 0 0 0 0 0 1 0 23:45 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 Count Total 21 32 1 1 3 3 25 36 Percent 84% 89% 4% 3% 12% 8% --- CD SH 392 / WCR 67 3 APR 11 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions East Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time WB EB WB EB WB EB WB EB 00:00 2 0 0 1 1 5 3 6 00: 15 3 2 0 0 2 2 5 4 00:30 4 3 0 0 1 0 5 3 00:45 4 1 0 0 0 0 4 1 13 6 0 1 4 7 17 14 01 :00 1 1 0 0 1 2 2 3 01 : 15 0 1 0 0 1 1 1 2 01 :30 2 0 0 1 0 0 2 1 01 :45 2 0 0 1 0 1 2 2 5 2 0 2 2 4 7 8 02:00 5 0 0 1 0 1 5 2 02: 15 0 1 0 0 0 0 0 1 02:30 1 1 1 0 3 1 5 2 02:45 1 0 0 0 1 1 2 1 7 2 1 1 4 3 12 6 03:00 1 3 0 1 1 0 2 4 03: 15 1 0 0 0 0 2 1 2 03:30 3 2 0 1 2 1 5 4 03:45 6 4 0 0 0 6 6 10 11 9 0 2 3 9 14 20 04:00 5 1 0 0 2 3 7 4 04: 15 5 5 0 1 0 0 5 6 04:30 6 10 0 0 0 1 6 11 04:45 5 7 0 1 1 2 6 10 21 23 0 2 3 6 24 31 05:00 6 7 0 0 4 0 10 7 05: 15 10 6 1 1 1 2 12 9 05:30 12 13 1 2 0 3 13 18 05:45 15 15 3 0 1 4 19 19 43 41 5 3 6 9 54 53 06:00 16 25 0 0 2 7 18 32 06: 15 17 33 1 1 1 6 19 40 06:30 12 21 0 2 3 6 15 29 06:45 16 18 2 2 8 4 26 24 61 97 3 5 14 23 78 125 07:00 11 27 0 0 2 15 13 42 07: 15 11 21 0 2 8 6 19 29 07:30 12 27 0 2 2 10 14 39 07:45 16 33 0 0 5 3 21 36 50 108 0 4 17 34 67 146 08:00 16 9 0 2 3 7 19 18 08: 15 6 15 1 0 4 8 11 23 08:30 9 18 0 0 7 8 16 26 08:45 13 12 0 2 6 13 19 27 44 54 1 4 20 36 65 94 09:00 13 15 0 1 5 8 18 24 09: 15 13 14 2 1 7 9 22 24 09:30 14 23 2 0 6 10 22 33 09:45 5 12 1 0 6 5 12 17 45 64 5 2 24 32 74 98 10:00 9 10 0 0 8 11 17 21 10: 15 17 17 0 1 7 8 24 26 10:30 15 11 2 1 10 8 27 20 10:45 13 5 0 3 9 5 22 13 54 43 2 5 34 32 90 80 11 :00 18 16 1 3 13 4 32 23 11 : 15 17 9 1 1 4 6 22 16 11 :30 16 10 0 2 6 5 22 17 11 :45 16 15 0 2 7 5 23 22 67 50 2 8 30 20 99 78 Count Total 421 499 19 39 161 215 601 753 Percent 70% 66% 3% 5% 27% 29% --- CD SH 392 / WCR 67 4 APR 11 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions East Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time WB EB WB EB WB EB WB EB 12:00 11 11 1 4 6 4 18 19 12: 15 11 9 1 0 12 9 24 18 12:30 14 9 2 0 7 10 23 19 12:45 10 11 2 0 7 7 19 18 46 40 6 4 32 30 84 74 13:00 16 5 1 0 5 11 22 16 13: 15 16 5 1 0 5 11 22 16 13:30 15 13 1 1 7 7 23 21 13:45 15 13 1 1 7 7 23 21 62 36 4 2 24 36 90 74 14:00 15 9 2 1 4 8 21 18 14: 15 17 14 3 1 12 8 32 23 14:30 17 14 3 1 12 8 32 23 14:45 19 9 1 0 9 6 29 15 68 46 9 3 37 30 114 79 15:00 23 11 3 0 7 6 33 17 15: 15 23 11 3 0 7 6 33 17 15:30 25 12 1 2 2 4 28 18 15:45 20 12 2 0 13 10 35 22 91 46 9 2 29 26 129 74 16:00 26 18 1 0 4 2 31 20 16: 15 23 22 0 0 4 4 27 26 16:30 23 17 2 0 9 2 34 19 16:45 25 9 3 0 4 4 32 13 97 66 6 0 21 12 124 78 17:00 32 22 0 1 6 2 38 25 17: 15 21 17 0 0 9 4 30 21 17:30 20 19 1 0 6 1 27 20 17:45 25 17 1 0 12 2 38 19 98 75 2 1 33 9 133 85 18:00 24 7 0 0 9 2 33 9 18: 15 20 16 1 0 4 1 25 17 18:30 17 7 1 0 4 2 22 9 18:45 15 13 0 0 1 0 16 13 76 43 2 0 18 5 96 48 19:00 7 9 0 0 3 5 10 14 19: 15 14 14 0 1 0 2 14 17 19:30 7 7 0 1 4 1 11 9 19:45 8 5 0 0 4 3 12 8 36 35 0 2 11 11 47 48 20:00 17 9 0 0 3 3 20 12 20: 15 5 3 1 0 1 1 7 4 20:30 0 9 0 0 6 1 6 10 20:45 6 7 0 0 4 3 10 10 28 28 1 0 14 8 43 36 21 :00 5 2 0 0 1 3 6 5 21 : 15 2 3 0 0 0 2 2 5 21 :30 1 3 0 0 1 3 2 6 21 :45 3 2 1 0 0 3 4 5 11 10 1 0 2 11 14 21 22:00 6 4 0 0 0 2 6 6 22: 15 5 3 0 1 1 2 6 6 22:30 4 2 0 0 3 2 7 4 22:45 0 2 0 0 1 0 1 2 15 11 0 1 5 6 20 18 23:00 1 2 0 0 0 2 1 4 23: 15 2 1 0 0 0 1 2 2 23:30 3 2 1 0 1 0 5 2 23:45 1 0 0 0 0 0 1 0 7 5 1 0 1 3 9 8 Count Total 635 441 41 15 227 187 903 643 Percent 70% 69% 5% 2% 25% 29% --- CD SH 392 / WCR 67 5 APR 11 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions West Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time EB WB EB WB EB WB EB WB 00:00 0 2 1 0 4 1 5 3 00: 15 2 3 0 0 2 2 4 5 00:30 3 4 0 0 0 0 3 4 00:45 1 4 0 0 0 0 1 4 6 13 1 0 6 3 13 16 01 :00 1 1 0 0 2 1 3 2 01 : 15 1 0 0 0 1 0 2 0 01 :30 0 2 1 0 0 0 1 2 01 :45 0 2 1 0 1 0 2 2 2 5 2 0 4 1 8 6 02:00 0 5 1 0 0 0 1 5 02: 15 1 0 0 0 0 0 1 0 02:30 1 1 0 1 1 3 2 5 02:45 0 1 0 0 1 1 1 2 2 7 1 1 2 4 5 12 03:00 3 1 1 0 0 1 4 2 03: 15 0 1 0 0 2 0 2 1 03:30 2 3 1 0 1 2 4 5 03:45 4 6 0 0 6 0 10 6 9 11 2 0 9 3 20 14 04:00 1 5 0 0 3 2 4 7 04: 15 5 5 1 0 0 0 6 5 04:30 10 6 0 0 1 0 11 6 04:45 7 5 1 0 2 1 10 6 23 21 2 0 6 3 31 24 05:00 7 6 0 0 0 4 7 10 05: 15 6 10 1 1 2 1 9 12 05:30 13 12 2 1 3 0 18 13 05:45 15 15 0 3 4 1 19 19 41 43 3 5 9 6 53 54 06:00 25 16 0 0 7 2 32 18 06: 15 32 17 1 1 6 1 39 19 06:30 21 12 2 0 6 3 29 15 06:45 18 17 2 2 4 8 24 27 96 62 5 3 23 14 124 79 07:00 28 12 0 0 15 2 43 14 07: 15 19 12 2 0 6 8 27 20 07:30 26 12 2 0 10 2 38 14 07:45 33 15 0 0 3 5 36 20 106 51 4 0 34 17 144 68 08:00 9 15 2 0 6 3 17 18 08: 15 14 6 0 1 8 4 22 11 08:30 16 9 0 0 8 6 24 15 08:45 12 13 2 0 13 6 27 19 51 43 4 1 35 19 90 63 09:00 14 12 1 0 8 5 23 17 09: 15 13 13 1 2 9 7 23 22 09:30 19 14 0 1 10 6 29 21 09:45 12 6 0 1 5 6 17 13 58 45 2 4 32 24 92 73 10:00 10 9 0 0 11 8 21 17 10: 15 18 16 1 0 7 7 26 23 10:30 10 14 1 2 7 10 18 26 10:45 4 13 2 0 5 8 11 21 42 52 4 2 30 33 76 87 11 :00 15 18 3 1 3 12 21 31 11 : 15 8 12 1 1 6 4 15 17 11 :30 9 16 2 0 5 6 16 22 11 :45 15 14 2 0 5 7 22 21 47 60 8 2 19 29 74 91 Count Total 483 413 38 18 209 156 730 587 Percent 66% 70% 5% 3% 29% 27% --- CD SH 392 / WCR 67 6 APR 11 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions West Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time EB WB EB WB EB WB EB WB 12:00 11 12 4 1 4 6 19 19 12: 15 8 11 0 1 9 12 17 24 12:30 8 13 0 2 10 7 18 22 12:45 11 10 0 2 7 7 18 19 38 46 4 6 30 32 72 84 13:00 5 14 0 1 11 5 16 20 13: 15 5 14 0 1 11 5 16 20 13:30 12 14 1 1 7 7 20 22 13:45 12 14 1 1 7 7 20 22 34 56 2 4 36 24 72 84 14:00 9 15 1 2 8 3 18 20 14: 15 14 15 1 3 8 12 23 30 14:30 14 15 1 3 8 12 23 30 14:45 8 19 0 1 6 9 14 29 45 64 3 9 30 36 78 109 15:00 11 23 0 3 6 7 17 33 15: 15 11 23 0 3 6 7 17 33 15:30 11 25 1 0 4 2 16 27 15:45 12 20 0 2 10 13 22 35 45 91 1 8 26 29 72 128 16:00 18 26 0 1 1 4 19 31 16: 15 21 21 0 0 4 4 25 25 16:30 17 23 0 2 2 9 19 34 16:45 9 25 0 3 4 4 13 32 65 95 0 6 11 21 76 122 17:00 22 32 1 0 2 6 25 38 17: 15 16 21 0 0 4 9 20 30 17:30 19 20 0 1 1 6 20 27 17:45 17 24 0 1 2 12 19 37 74 97 1 2 9 33 84 132 18:00 8 23 0 0 2 9 10 32 18: 15 16 19 0 1 1 4 17 24 18:30 7 16 0 1 2 4 9 21 18:45 13 15 0 0 0 1 13 16 44 73 0 2 5 18 49 93 19:00 8 6 0 0 5 3 13 9 19: 15 15 14 1 0 2 0 18 14 19:30 7 7 1 0 1 4 9 11 19:45 5 8 0 0 3 4 8 12 35 35 2 0 11 11 48 46 20:00 9 16 0 0 2 3 11 19 20: 15 3 5 0 1 1 1 4 7 20:30 9 0 0 0 1 5 10 5 20:45 7 6 0 0 3 4 10 10 28 27 0 1 7 13 35 41 21 :00 2 5 0 0 3 1 5 6 21 : 15 4 2 0 0 2 0 6 2 21 :30 3 1 0 0 3 1 6 2 21 :45 2 3 0 1 2 0 4 4 11 11 0 1 10 2 21 14 22:00 4 6 0 0 2 0 6 6 22: 15 3 5 1 0 2 0 6 5 22:30 2 4 0 0 2 3 4 7 22:45 2 0 0 0 0 1 2 1 11 15 1 0 6 4 18 19 23:00 2 1 0 0 2 0 4 1 23: 15 1 2 0 0 1 0 2 2 23:30 1 3 0 1 0 1 1 5 23:45 0 1 0 0 0 0 0 1 4 7 0 1 3 1 7 9 Count Total 434 617 14 40 184 224 632 881 Percent 69% 70% 2% 5% 29% 25% --- CD WCR 67 / WCR 68 1 APR 9 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions North Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time SB NB SB NB SB NB SB NB 00:00 0 0 0 0 0 0 0 0 00: 15 0 0 0 0 0 0 0 0 00:30 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 :00 0 0 0 0 0 0 0 0 01 : 15 0 0 0 0 0 1 0 1 01 :30 0 0 0 0 0 0 0 0 01 :45 1 0 0 0 0 0 1 0 1 0 0 0 0 1 1 1 02:00 0 0 0 0 0 0 0 0 02: 15 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 03: 15 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 04: 15 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 05: 15 0 0 0 0 0 0 0 0 05:30 0 0 0 0 0 0 0 0 05:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 0 0 0 0 0 0 0 0 06: 15 0 0 0 0 0 0 0 0 06:30 0 1 0 1 0 0 0 2 06:45 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 2 07:00 0 1 0 0 0 0 0 1 07: 15 0 0 0 0 0 0 0 0 07:30 0 2 0 1 0 0 0 3 07:45 0 1 1 1 0 0 1 2 0 4 1 2 0 0 1 6 08:00 1 4 0 0 0 0 1 4 08: 15 2 0 0 1 0 0 2 1 08:30 0 1 0 0 0 0 0 1 08:45 3 0 0 0 0 0 3 0 6 5 0 1 0 0 6 6 09:00 0 1 1 0 0 0 1 1 09: 15 0 0 0 0 0 0 0 0 09:30 3 0 0 0 0 0 3 0 09:45 0 0 0 0 0 1 0 1 3 1 1 0 0 1 4 2 10:00 1 0 0 0 0 0 1 0 10: 15 1 0 0 0 0 0 1 0 10:30 0 1 0 0 1 0 1 1 10:45 0 1 0 0 0 0 0 1 2 2 0 0 1 0 3 2 11 :00 1 1 0 0 0 0 1 1 11 : 15 1 0 0 0 0 0 1 0 11 :30 0 1 0 0 0 0 0 1 11 :45 0 0 0 0 0 0 0 0 2 2 0 0 0 0 2 2 Count Total 14 15 2 4 1 2 17 21 Percent 82% 71 % 12% 19% 6% 10% --- CD WCR 67 / WCR 68 2 APR 9 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions North Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time SB NB SB NB SB NB SB NB 12:00 0 0 0 0 0 0 0 0 12: 15 1 1 0 1 1 1 2 3 12:30 0 1 0 0 0 0 0 1 12:45 0 0 0 0 0 0 0 0 1 2 0 1 1 1 2 4 13:00 1 2 0 0 0 0 1 2 13: 15 1 2 0 0 0 0 1 2 13:30 0 0 0 1 0 0 0 1 13:45 0 0 0 1 0 0 0 1 2 4 0 2 0 0 2 6 14:00 1 1 1 0 0 0 2 1 14: 15 0 2 0 1 0 0 0 3 14:30 0 2 0 1 0 0 0 3 14:45 1 0 0 0 0 0 1 0 2 5 1 2 0 0 3 7 15:00 0 0 0 0 0 0 0 0 15: 15 0 0 0 0 0 0 0 0 15:30 1 1 0 0 0 0 1 1 15:45 1 1 0 0 0 0 1 1 2 2 0 0 0 0 2 2 16:00 1 2 0 0 0 0 1 2 16: 15 3 0 0 0 0 0 3 0 16:30 2 0 0 0 0 0 2 0 16:45 0 1 0 0 0 0 0 1 6 3 0 0 0 0 6 3 17:00 1 1 0 0 0 0 1 1 17: 15 0 0 0 0 0 1 0 1 17:30 0 0 0 0 0 1 0 1 17:45 0 0 0 0 0 0 0 0 1 1 0 0 0 2 1 3 18:00 0 0 0 0 0 0 0 0 18: 15 0 1 0 0 0 0 0 1 18:30 0 0 0 0 0 0 0 0 18:45 1 0 0 0 0 0 1 0 1 1 0 0 0 0 1 1 19:00 0 1 0 0 0 0 0 1 19: 15 0 1 0 0 0 0 0 1 19:30 0 0 0 0 0 0 0 0 19:45 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 20:00 0 0 0 0 0 0 0 0 20: 15 0 0 0 0 0 0 0 0 20:30 0 0 0 0 0 0 0 0 20:45 0 1 0 0 0 1 0 2 0 1 0 0 0 1 0 2 21 :00 0 0 0 0 0 0 0 0 21 : 15 0 0 0 0 1 0 1 0 21 :30 0 1 0 0 0 0 0 1 21 :45 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 22:00 0 0 0 0 0 0 0 0 22: 15 0 0 0 0 0 0 0 0 22:30 0 0 0 0 0 0 0 0 22:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 0 0 0 0 0 0 0 0 23: 15 0 0 0 0 0 0 0 0 23:30 0 0 0 0 0 1 0 1 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 Count Total 15 22 1 5 2 5 18 32 Percent 83% 69% 6% 16% 11 % 16% --- CD WCR 67 / WCR 68 3 APR 9 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions South Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time NB SB NB SB NB SB NB SB 00:00 0 0 0 0 0 0 0 0 00: 15 0 0 0 0 0 0 0 0 00:30 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 :00 0 0 0 0 0 0 0 0 01 : 15 0 0 0 0 0 0 0 0 01 :30 0 0 0 0 0 0 0 0 01 :45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 02: 15 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 03: 15 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 04: 15 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 05: 15 0 0 0 0 0 0 0 0 05:30 0 2 0 0 0 0 0 2 05:45 2 2 0 0 0 0 2 2 2 4 0 0 0 0 2 4 06:00 0 0 0 0 0 0 0 0 06: 15 0 0 0 0 0 0 0 0 06:30 0 0 0 0 0 0 0 0 06:45 0 6 0 0 0 0 0 6 0 6 0 0 0 0 0 6 07:00 0 4 0 0 0 0 0 4 07: 15 0 8 0 0 0 0 0 8 07:30 0 4 0 0 0 0 0 4 07:45 0 0 0 0 0 0 0 0 0 16 0 0 0 0 0 16 08:00 2 1 0 1 0 0 2 2 08: 15 1 0 1 0 0 1 2 1 08:30 0 0 0 0 0 0 0 0 08:45 0 2 0 0 1 0 1 2 3 3 1 1 1 1 5 5 09:00 0 0 0 0 0 0 0 0 09: 15 0 0 0 0 0 0 0 0 09:30 0 0 0 0 0 0 0 0 09:45 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 10:00 2 0 0 0 0 0 2 0 10: 15 1 1 0 0 0 0 1 1 10:30 4 0 0 0 0 0 4 0 10:45 0 0 0 0 0 0 0 0 7 1 0 0 0 0 7 1 11 :00 0 1 0 0 0 0 0 1 11 : 15 1 2 0 0 0 0 1 2 11 :30 3 2 0 0 0 0 3 2 11 :45 0 1 0 0 0 0 0 1 4 6 0 0 0 0 4 6 Count Total 17 36 1 1 1 1 19 38 Percent 89% 95% 5% 3% 5% 3% --- CD WCR 67 / WCR 68 4 APR 9 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions South Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time NB SB NB SB NB SB NB SB 12:00 0 0 0 0 0 0 0 0 12: 15 0 0 0 0 0 0 0 0 12:30 0 0 0 0 0 0 0 0 12:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 2 1 0 0 0 0 2 1 13: 15 2 1 0 0 0 0 2 1 13:30 1 0 0 0 0 0 1 0 13:45 1 0 0 0 0 0 1 0 6 2 0 0 0 0 6 2 14:00 3 0 0 0 0 0 3 0 14: 15 0 2 0 0 0 0 0 2 14:30 0 2 0 0 0 0 0 2 14:45 0 0 0 0 0 0 0 0 3 4 0 0 0 0 3 4 15:00 2 0 0 0 0 0 2 0 15: 15 2 0 0 0 0 0 2 0 15:30 1 0 0 0 0 0 1 0 15:45 1 0 0 0 0 0 1 0 6 0 0 0 0 0 6 0 16:00 4 0 0 0 0 0 4 0 16: 15 7 1 0 0 0 0 7 1 16:30 2 2 0 0 0 0 2 2 16:45 2 0 0 0 0 0 2 0 15 3 0 0 0 0 15 3 17:00 0 0 0 0 0 0 0 0 17: 15 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 17:45 1 2 0 0 0 0 1 2 1 2 0 0 0 0 1 2 18:00 1 0 0 0 0 0 1 0 18: 15 1 0 0 0 0 0 1 0 18:30 0 0 0 0 0 0 0 0 18:45 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 0 19:00 0 0 0 0 0 0 0 0 19: 15 0 0 0 0 0 0 0 0 19:30 0 0 0 0 0 0 0 0 19:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20:00 0 0 0 0 0 0 0 0 20: 15 0 0 0 0 0 0 0 0 20:30 0 0 0 0 0 0 0 0 20:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21 :00 0 0 0 0 0 0 0 0 21 : 15 0 0 0 0 0 0 0 0 21 :30 0 0 0 0 0 0 0 0 21 :45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22:00 0 0 0 0 0 0 0 0 22: 15 0 0 0 0 0 0 0 0 22:30 0 0 0 0 0 0 0 0 22:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 0 0 0 0 0 0 0 0 23: 15 0 0 0 0 0 0 0 0 23:30 0 0 0 0 0 0 0 0 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 33 11 0 0 0 0 33 11 Percent 100% 100% 0% 0% 0% 0% --- CD WCR 67 / WCR 68 5 APR 9 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions East Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time WB EB WB EB WB EB WB EB 00:00 0 0 0 0 0 0 0 0 00: 15 0 0 0 0 0 0 0 0 00:30 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 :00 0 0 0 0 0 0 0 0 01 : 15 0 2 0 0 1 0 1 2 01 :30 0 0 0 0 0 0 0 0 01 :45 0 1 0 0 0 0 0 1 0 3 0 0 1 0 1 3 02:00 0 0 0 0 0 0 0 0 02: 15 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 1 0 0 0 0 0 1 03: 15 2 0 0 0 0 0 2 0 03:30 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 2 1 0 0 0 0 2 1 04:00 0 0 0 0 0 0 0 0 04: 15 0 0 0 0 0 0 0 0 04:30 0 1 0 0 0 0 0 1 04:45 1 1 0 0 0 0 1 1 1 2 0 0 0 0 1 2 05:00 0 0 0 0 0 0 0 0 05: 15 2 1 0 0 0 0 2 1 05:30 5 1 0 0 0 0 5 1 05:45 2 2 0 0 0 0 2 2 9 4 0 0 0 0 9 4 06:00 4 2 0 0 0 0 4 2 06: 15 3 5 0 0 0 0 3 5 06:30 3 9 1 0 0 0 4 9 06:45 4 7 0 0 1 3 5 10 14 23 1 0 1 3 16 26 07:00 5 9 0 3 0 1 5 13 07: 15 2 9 0 1 0 1 2 11 07:30 6 9 1 1 0 0 7 10 07:45 2 4 1 1 0 0 3 5 15 31 2 6 0 2 17 39 08:00 3 6 1 0 0 1 4 7 08: 15 2 10 0 1 2 0 4 11 08:30 4 6 0 1 2 0 6 7 08:45 2 4 0 0 0 0 2 4 11 26 1 2 4 1 16 29 09:00 2 3 0 3 0 0 2 6 09: 15 0 5 1 0 0 3 1 8 09:30 5 5 0 1 0 0 5 6 09:45 2 2 0 0 1 0 3 2 9 15 1 4 1 3 11 22 10:00 6 6 0 10 4 1 10 17 10: 15 3 3 0 0 0 0 3 3 10:30 5 3 4 0 0 1 9 4 10:45 5 6 0 0 0 3 5 9 19 18 4 10 4 5 27 33 11 :00 3 3 8 0 0 2 11 5 11 : 15 5 1 0 0 0 0 5 1 11 :30 3 4 0 0 3 0 6 4 11 :45 5 3 0 1 0 0 5 4 16 11 8 1 3 2 27 14 Count Total 96 134 17 23 14 16 127 173 Percent 76% 77% 13% 13% 11 % 9% --- CD WCR 67 / WCR 68 6 APR 9 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions East Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time WB EB WB EB WB EB WB EB 12:00 9 4 0 0 1 0 10 4 12: 15 2 3 1 0 0 0 3 3 12:30 2 1 0 7 0 1 2 9 12:45 1 1 0 0 0 3 1 4 14 9 1 7 1 4 16 20 13:00 5 5 1 1 0 1 6 7 13: 15 5 5 1 1 0 1 6 7 13:30 3 0 9 0 3 0 15 0 13:45 3 0 9 0 3 0 15 0 16 10 20 2 6 2 42 14 14:00 4 3 2 0 0 0 6 3 14: 15 5 0 1 0 0 0 6 0 14:30 5 0 1 0 0 0 6 0 14:45 1 2 0 0 1 1 2 3 15 5 4 0 1 1 20 6 15:00 5 0 1 1 0 1 6 2 15: 15 5 0 1 1 0 1 6 2 15:30 13 4 1 0 0 0 14 4 15:45 3 7 0 0 0 0 3 7 26 11 3 2 0 2 29 15 16:00 7 2 1 0 1 0 9 2 16: 15 5 4 0 0 0 0 5 4 16:30 5 6 0 0 0 0 5 6 16:45 6 2 0 0 1 0 7 2 23 14 1 0 2 0 26 14 17:00 4 4 0 0 0 1 4 5 17: 15 4 4 0 0 1 0 5 4 17:30 5 2 0 0 0 0 5 2 17:45 1 2 0 0 0 0 1 2 14 12 0 0 1 1 15 13 18:00 3 3 0 0 0 0 3 3 18: 15 6 0 0 0 0 0 6 0 18:30 2 2 0 0 0 1 2 3 18:45 2 3 0 0 0 0 2 3 13 8 0 0 0 1 13 9 19:00 2 4 0 0 0 0 2 4 19: 15 0 4 0 0 0 1 0 5 19:30 0 0 0 0 0 0 0 0 19:45 2 1 0 0 0 0 2 1 4 9 0 0 0 1 4 10 20:00 2 1 0 0 0 0 2 1 20: 15 1 0 0 0 0 0 1 0 20:30 0 0 0 0 0 0 0 0 20:45 0 3 0 0 1 0 1 3 3 4 0 0 1 0 4 4 21 :00 0 1 0 0 0 0 0 1 21 : 15 0 1 0 0 0 1 0 2 21 :30 1 1 0 0 0 0 1 1 21 :45 1 3 0 0 0 0 1 3 2 6 0 0 0 1 2 7 22:00 0 2 0 0 0 0 0 2 22: 15 0 0 1 0 0 0 1 0 22:30 0 0 0 0 0 0 0 0 22:45 0 0 0 0 0 0 0 0 0 2 1 0 0 0 1 2 23:00 0 0 0 0 0 0 0 0 23: 15 0 1 0 1 0 0 0 2 23:30 0 0 0 0 1 0 1 0 23:45 0 0 0 0 0 0 0 0 0 1 0 1 1 0 1 2 Count Total 130 91 30 12 13 13 173 116 Percent 75% 78% 17% 10% 8% 11 % --- CD WCR 67 / WCR 68 7 APR 9 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions West Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time EB WB EB WB EB WB EB WB 00:00 0 0 0 0 0 0 0 0 00: 15 0 0 0 0 0 0 0 0 00:30 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 :00 0 0 0 0 0 0 0 0 01 : 15 2 0 0 0 0 0 2 0 01 :30 0 0 0 0 0 0 0 0 01 :45 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 0 02:00 0 0 0 0 0 0 0 0 02: 15 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 1 0 0 0 0 0 1 0 03: 15 0 2 0 0 0 0 0 2 03:30 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 1 2 0 0 0 0 1 2 04:00 0 0 0 0 0 0 0 0 04: 15 0 0 0 0 0 0 0 0 04:30 1 0 0 0 0 0 1 0 04:45 1 1 0 0 0 0 1 1 2 1 0 0 0 0 2 1 05:00 0 0 0 0 0 0 0 0 05: 15 1 2 0 0 0 0 1 2 05:30 3 5 0 0 0 0 3 5 05:45 4 4 0 0 0 0 4 4 8 11 0 0 0 0 8 11 06:00 2 4 0 0 0 0 2 4 06: 15 5 3 0 0 0 0 5 3 06:30 10 3 1 1 0 0 11 4 06:45 13 4 0 0 3 1 16 5 30 14 1 1 3 1 34 16 07:00 14 5 3 0 1 0 18 5 07: 15 17 2 1 0 1 0 19 2 07:30 13 4 1 0 0 0 14 4 07:45 5 2 1 1 0 0 6 3 49 13 6 1 2 0 57 14 08:00 6 1 0 0 1 0 7 1 08: 15 8 3 1 0 1 2 10 5 08:30 6 3 1 0 0 2 7 5 08:45 4 3 0 0 0 1 4 4 24 10 2 0 2 5 28 15 09:00 3 1 2 0 0 0 5 1 09: 15 5 0 0 1 3 0 8 1 09:30 2 5 1 0 0 0 3 5 09:45 2 3 0 0 0 0 2 3 12 9 3 1 3 0 18 10 10:00 5 8 10 0 1 4 16 12 10: 15 2 3 0 0 0 0 2 3 10:30 4 9 0 4 0 0 4 13 10:45 7 5 0 0 3 0 10 5 18 25 10 4 4 4 32 33 11 :00 4 3 0 8 2 0 6 11 11 : 15 2 6 0 0 0 0 2 6 11 :30 4 3 0 0 0 3 4 6 11 :45 4 5 1 0 0 0 5 5 14 17 1 8 2 3 17 28 Count Total 160 102 23 15 16 13 199 130 Percent 80% 78% 12% 12% 8% 10% --- CD WCR 67 / WCR 68 8 APR 9 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions West Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time EB WB EB WB EB WB EB WB 12:00 4 9 0 0 0 1 4 10 12: 15 3 2 1 1 1 1 5 4 12:30 1 1 7 0 1 0 9 1 12:45 1 1 0 0 3 0 4 1 9 13 8 1 5 2 22 16 13:00 6 6 1 1 1 0 8 7 13: 15 6 6 1 1 1 0 8 7 13:30 0 4 0 8 0 3 0 15 13:45 0 4 0 8 0 3 0 15 12 20 2 18 2 6 16 44 14:00 2 6 0 3 0 0 2 9 14: 15 3 4 0 0 0 0 3 4 14:30 3 4 0 0 0 0 3 4 14:45 2 2 0 0 1 1 3 3 10 16 0 3 1 1 11 20 15:00 0 7 1 1 1 0 2 8 15: 15 0 7 1 1 1 0 2 8 15:30 3 13 0 1 0 0 3 14 15:45 6 3 0 0 0 0 6 3 9 30 2 3 2 0 13 33 16:00 3 11 0 1 0 1 3 13 16: 15 4 14 0 0 0 0 4 14 16:30 5 6 0 0 0 0 5 6 16:45 3 8 0 0 0 1 3 9 15 39 0 1 0 2 15 42 17:00 5 5 0 0 1 0 6 5 17: 15 4 4 0 0 0 0 4 4 17:30 2 5 0 0 1 0 3 5 17:45 4 2 0 0 0 0 4 2 15 16 0 0 2 0 17 16 18:00 3 4 0 0 0 0 3 4 18: 15 1 7 0 0 0 0 1 7 18:30 2 2 0 0 1 0 3 2 18:45 2 2 0 0 0 0 2 2 8 15 0 0 1 0 9 15 19:00 4 1 0 0 0 0 4 1 19: 15 5 0 0 0 1 0 6 0 19:30 0 0 0 0 0 0 0 0 19:45 1 2 0 0 0 0 1 2 10 3 0 0 1 0 11 3 20:00 1 2 0 0 0 0 1 2 20: 15 0 1 0 0 0 0 0 1 20:30 0 0 0 0 0 0 0 0 20:45 4 0 0 0 0 0 4 0 5 3 0 0 0 0 5 3 21 :00 1 0 0 0 0 0 1 0 21 : 15 1 0 0 0 0 0 1 0 21 :30 2 1 0 0 0 0 2 1 21 :45 3 1 0 0 0 0 3 1 7 2 0 0 0 0 7 2 22:00 2 0 0 0 0 0 2 0 22: 15 0 0 0 1 0 0 0 1 22:30 0 0 0 0 0 0 0 0 22:45 0 0 0 0 0 0 0 0 2 0 0 1 0 0 2 1 23:00 0 0 0 0 0 0 0 0 23: 15 1 0 1 0 0 0 2 0 23:30 0 0 0 0 0 0 0 0 23:45 0 0 0 0 0 0 0 0 1 0 1 0 0 0 2 0 Count Total 103 157 13 27 14 11 130 195 Percent 79% 81 % 10% 14% 11 % 6% --- CD WCR67 / WC R68 1 APR 10 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions North Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time SB NB SB NB SB NB SB NB 00:00 0 0 0 0 0 0 0 0 00: 15 0 0 0 0 0 0 0 0 00:30 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 :00 0 0 0 0 0 0 0 0 01 : 15 0 0 0 0 0 0 0 0 01 :30 0 0 0 0 1 0 1 0 01 :45 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 02:00 0 0 0 0 0 0 0 0 02: 15 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 03:00 0 0 0 0 0 0 0 0 03: 15 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 04: 15 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 05: 15 0 0 0 0 0 0 0 0 05:30 0 0 0 0 0 0 0 0 05:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 0 0 0 0 0 0 0 0 06: 15 0 0 0 0 0 0 0 0 06:30 1 0 0 1 0 0 1 1 06:45 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 1 07:00 0 2 0 0 0 0 0 2 07: 15 0 0 0 0 0 0 0 0 07:30 0 2 0 1 0 0 0 3 07:45 0 3 1 0 0 0 1 3 0 7 1 1 0 0 1 8 08:00 0 0 0 2 0 0 0 2 08: 15 0 0 0 0 1 1 1 1 08:30 1 0 0 0 0 0 1 0 08:45 1 0 0 0 1 0 2 0 2 0 0 2 2 1 4 3 09:00 0 0 0 0 0 0 0 0 09: 15 0 1 0 0 0 0 0 1 09:30 0 1 0 0 0 0 0 1 09:45 2 0 0 0 0 0 2 0 2 2 0 0 0 0 2 2 10:00 1 2 0 0 0 0 1 2 10: 15 3 1 0 0 1 0 4 1 10:30 1 4 0 0 1 0 2 4 10:45 0 1 0 0 0 1 0 2 5 8 0 0 2 1 7 9 11 :00 2 1 0 0 0 1 2 2 11 : 15 0 2 0 1 2 0 2 3 11 :30 2 3 0 0 0 0 2 3 11 :45 0 1 0 0 0 0 0 1 4 7 0 1 2 1 6 9 Count Total 14 24 1 5 7 4 22 33 Percent 64% 73% 5% 15% 32% 12% --- CD WCR67 / WC R68 2 APR 10 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions North Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time SB NB SB NB SB NB SB NB 12:00 1 1 0 0 0 0 1 1 12: 15 5 1 0 0 1 0 6 1 12:30 3 0 0 1 0 0 3 1 12:45 1 1 0 0 0 0 1 1 10 3 0 1 1 0 11 4 13:00 0 2 0 0 0 0 0 2 13: 15 0 2 0 0 0 0 0 2 13:30 1 0 0 1 0 2 1 3 13:45 1 0 0 1 0 2 1 3 2 4 0 2 0 4 2 10 14:00 0 2 0 0 0 0 0 2 14: 15 1 0 0 0 1 0 2 0 14:30 1 0 0 0 1 0 2 0 14:45 1 2 0 0 0 0 1 2 3 4 0 0 2 0 5 4 15:00 1 0 0 0 0 0 1 0 15: 15 1 0 0 0 0 0 1 0 15:30 1 1 0 0 0 0 1 1 15:45 0 0 0 0 0 0 0 0 3 1 0 0 0 0 3 1 16:00 1 0 0 0 0 1 1 1 16: 15 0 1 0 0 0 0 0 1 16:30 1 1 0 0 0 1 1 2 16:45 0 0 0 0 0 0 0 0 2 2 0 0 0 2 2 4 17:00 0 0 0 0 0 0 0 0 17: 15 0 0 0 0 0 1 0 1 17:30 0 1 0 0 0 0 0 1 17:45 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 18:00 1 0 0 0 0 0 1 0 18: 15 0 1 0 0 0 0 0 1 18:30 0 0 0 0 0 0 0 0 18:45 1 0 0 0 0 0 1 0 2 1 0 0 0 0 2 1 19:00 0 0 0 0 0 0 0 0 19: 15 0 0 0 0 0 1 0 1 19:30 0 0 0 0 0 0 0 0 19:45 0 0 0 0 1 0 1 0 0 0 0 0 1 1 1 1 20:00 0 0 0 0 0 0 0 0 20: 15 0 0 0 0 0 0 0 0 20:30 0 0 0 0 0 0 0 0 20:45 1 0 0 0 0 1 1 1 1 0 0 0 0 1 1 1 21 :00 0 0 0 0 0 0 0 0 21 : 15 0 0 0 0 1 0 1 0 21 :30 0 0 0 0 0 0 0 0 21 :45 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 22:00 0 0 0 0 0 0 0 0 22: 15 0 0 0 0 0 0 0 0 22:30 0 0 0 0 0 0 0 0 22:45 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 23:00 0 0 0 0 0 0 0 0 23: 15 0 0 0 0 1 0 1 0 23:30 0 0 0 0 0 0 0 0 23:45 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 Count Total 23 16 0 3 6 10 29 29 Percent 79% 55% 0% 10% 21 % 34% --- CD WCR67 / WC R68 3 APR 10 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions South Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time NB SB NB SB NB SB NB SB 00:00 0 0 0 0 0 0 0 0 00: 15 0 0 0 0 0 0 0 0 00:30 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 :00 0 0 0 0 0 0 0 0 01 : 15 0 0 0 0 0 0 0 0 01 :30 0 0 0 0 0 0 0 0 01 :45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 02: 15 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 03: 15 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 04: 15 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 05: 15 0 0 0 0 0 0 0 0 05:30 0 2 0 0 0 0 0 2 05:45 2 2 0 0 0 0 2 2 2 4 0 0 0 0 2 4 06:00 0 0 0 0 0 0 0 0 06: 15 0 0 0 0 0 0 0 0 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13:00 0 0 0 0 0 0 0 0 13: 15 0 0 0 0 0 0 0 0 13:30 0 1 0 0 0 0 0 1 13:45 0 1 0 0 0 0 0 1 0 2 0 0 0 0 0 2 14:00 0 0 0 0 0 0 0 0 14: 15 2 0 0 0 0 0 2 0 14:30 2 0 0 0 0 0 2 0 14:45 0 0 0 0 0 0 0 0 4 0 0 0 0 0 4 0 15:00 2 0 0 0 0 0 2 0 15: 15 2 0 0 0 0 0 2 0 15:30 3 0 0 0 0 0 3 0 15:45 3 0 0 0 0 0 3 0 10 0 0 0 0 0 10 0 16:00 1 1 0 0 0 0 1 1 16: 15 0 0 0 0 0 0 0 0 16:30 1 1 0 0 0 0 1 1 16:45 2 0 0 0 0 0 2 0 4 2 0 0 0 0 4 2 17:00 1 0 0 0 0 0 1 0 17: 15 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 18:00 0 2 0 0 0 0 0 2 18: 15 2 0 0 0 0 0 2 0 18:30 0 0 0 0 0 0 0 0 18:45 0 0 0 0 0 0 0 0 2 2 0 0 0 0 2 2 19:00 0 0 0 0 0 0 0 0 19: 15 0 0 0 0 0 0 0 0 19:30 0 0 0 0 0 0 0 0 19:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20:00 0 0 0 0 0 0 0 0 20: 15 0 0 0 0 0 0 0 0 20:30 0 0 0 0 0 0 0 0 20:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21 :00 0 0 0 0 0 0 0 0 21 : 15 0 0 0 0 0 0 0 0 21 :30 0 0 0 0 0 0 0 0 21 :45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22:00 0 0 0 0 0 0 0 0 22: 15 0 0 0 0 0 0 0 0 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1 0 0 0 0 0 1 0 05: 15 0 1 0 0 0 0 0 1 05:30 5 2 0 0 0 0 5 2 05:45 2 2 0 0 0 0 2 2 8 5 0 0 0 0 8 5 06:00 4 4 0 0 0 0 4 4 06: 15 2 5 0 0 0 0 2 5 06:30 4 4 0 0 1 0 5 4 06:45 1 7 0 1 0 1 1 9 11 20 0 1 1 1 12 22 07:00 5 9 0 2 0 1 5 12 07: 15 3 3 0 0 1 5 4 8 07:30 4 5 1 0 0 0 5 5 07:45 6 9 0 3 1 0 7 12 18 26 1 5 2 6 21 37 08:00 2 5 2 0 0 0 4 5 08: 15 3 5 0 1 3 1 6 7 08:30 0 3 0 0 4 1 4 4 08:45 2 2 0 0 0 1 2 3 7 15 2 1 7 3 16 19 09:00 1 4 0 0 0 0 1 4 09: 15 2 6 0 1 0 6 2 13 09:30 4 3 0 0 1 1 5 4 09:45 1 5 0 1 0 1 1 7 8 18 0 2 1 8 9 28 10:00 2 8 0 0 2 1 4 9 10: 15 0 1 0 0 4 0 4 1 10:30 1 2 0 0 1 1 2 3 10:45 3 8 0 0 1 2 4 10 6 19 0 0 8 4 14 23 11 :00 2 3 0 0 1 1 3 4 11 : 15 3 3 1 1 0 2 4 6 11 :30 7 3 0 0 0 1 7 4 11 :45 2 3 0 0 2 1 4 4 14 12 1 1 3 5 18 18 Count Total 73 117 4 10 24 28 101 155 Percent 72% 75% 4% 6% 24% 18% --- CD WCR67 / WC R68 6 APR 10 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions East Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time WB EB WB EB WB EB WB EB 12:00 4 3 0 0 1 2 5 5 12: 15 2 6 0 0 1 1 3 7 12:30 2 6 1 0 1 0 4 6 12:45 4 3 0 0 2 3 6 6 12 18 1 0 5 6 18 24 13:00 4 4 1 0 1 2 6 6 13: 15 4 4 1 0 1 2 6 6 13:30 4 2 2 0 3 1 9 3 13:45 4 2 2 0 3 1 9 3 16 12 6 0 8 6 30 18 14:00 9 4 0 0 0 1 9 5 14: 15 5 2 0 0 1 1 6 3 14:30 5 2 0 0 1 1 6 3 14:45 6 4 0 0 6 0 12 4 25 12 0 0 8 3 33 15 15:00 13 5 1 0 0 1 14 6 15: 15 13 5 1 0 0 1 14 6 15:30 9 3 0 0 1 0 10 3 15:45 3 1 1 0 0 0 4 1 38 14 3 0 1 2 42 16 16:00 5 1 0 0 1 0 6 1 16: 15 8 3 0 0 0 1 8 4 16:30 8 3 0 0 1 0 9 3 16:45 8 4 0 0 0 0 8 4 29 11 0 0 2 1 31 12 17:00 3 5 0 0 0 0 3 5 17: 15 4 4 0 0 1 0 5 4 17:30 7 3 1 0 0 0 8 3 17:45 3 3 0 0 0 0 3 3 17 15 1 0 1 0 19 15 18:00 1 1 0 0 0 0 1 1 18: 15 4 2 0 0 0 0 4 2 18:30 5 2 0 0 0 1 5 3 18:45 0 3 0 0 0 0 0 3 10 8 0 0 0 1 10 9 19:00 0 1 0 0 0 0 0 1 19: 15 0 0 0 0 1 0 1 0 19:30 0 2 0 0 0 0 0 2 19:45 0 2 0 0 0 1 0 3 0 5 0 0 1 1 1 6 20:00 1 0 0 0 0 0 1 0 20: 15 1 1 0 0 0 0 1 1 20:30 0 1 0 0 0 0 0 1 20:45 1 2 0 0 1 0 2 2 3 4 0 0 1 0 4 4 21 :00 0 1 0 0 0 0 0 1 21 : 15 0 1 0 0 0 1 0 2 21 :30 0 1 0 0 0 0 0 1 21 :45 0 0 0 0 0 0 0 0 0 3 0 0 0 1 0 4 22:00 0 1 0 0 0 0 0 1 22: 15 0 0 0 0 0 1 0 1 22:30 0 0 0 0 0 0 0 0 22:45 0 2 0 0 1 0 1 2 0 3 0 0 1 1 1 4 23:00 0 1 0 0 0 0 0 1 23: 15 0 0 0 0 0 1 0 1 23:30 0 0 0 0 0 0 0 0 23:45 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 Count Total 150 106 11 0 28 23 189 129 Percent 79% 82% 6% 0% 15% 18% --- CD WCR67 / WC R68 7 APR 10 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions West Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time EB WB EB WB EB WB EB WB 00:00 0 1 0 0 0 0 0 1 00: 15 0 0 0 0 0 0 0 0 00:30 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 1 0 1 0 1 0 0 0 1 0 2 01 :00 0 0 0 0 0 0 0 0 01 : 15 0 0 0 0 0 0 0 0 01 :30 0 0 0 0 0 0 0 0 01 :45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 02: 15 1 0 0 0 0 0 1 0 02:30 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 03:00 0 0 0 0 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176 100 Percent 81 % 76% 7% 3% 13% 21 % --- CD WCR67 / WC R68 8 APR 10 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions West Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time EB WB EB WB EB WB EB WB 12:00 3 4 0 0 2 1 5 5 12: 15 1 1 0 0 0 1 1 2 12:30 3 2 0 0 0 1 3 3 12:45 3 4 0 0 3 2 6 6 10 11 0 0 5 5 15 16 13:00 4 2 0 1 2 1 6 4 13: 15 4 2 0 1 2 1 6 4 13:30 2 4 0 1 1 1 3 6 13:45 2 4 0 1 1 1 3 6 12 12 0 4 6 4 18 20 14:00 5 8 0 0 1 0 6 8 14: 15 2 8 0 0 0 1 2 9 14:30 2 8 0 0 0 1 2 9 14:45 3 4 0 0 0 6 3 10 12 28 0 0 1 8 13 36 15:00 4 15 0 1 1 0 5 16 15: 15 4 15 0 1 1 0 5 16 15:30 2 11 0 0 0 1 2 12 15:45 1 6 0 1 0 0 1 7 11 47 0 3 2 1 13 51 16:00 1 6 0 0 0 0 1 6 16: 15 4 8 0 0 1 0 5 8 16:30 4 9 0 0 0 0 4 9 16:45 4 10 0 0 0 0 4 10 13 33 0 0 1 0 14 33 17:00 5 4 0 0 0 0 5 4 17: 15 4 4 0 0 0 0 4 4 17:30 4 7 0 1 0 0 4 8 17:45 3 3 0 0 0 0 3 3 16 18 0 1 0 0 16 19 18:00 3 2 0 0 0 0 3 2 18: 15 3 6 0 0 0 0 3 6 18:30 2 5 0 0 1 0 3 5 18:45 2 0 0 0 0 0 2 0 10 13 0 0 1 0 11 13 19:00 1 0 0 0 0 0 1 0 19: 15 0 0 0 0 0 0 0 0 19:30 2 0 0 0 0 0 2 0 19:45 2 0 0 0 0 0 2 0 5 0 0 0 0 0 5 0 20:00 0 1 0 0 0 0 0 1 20: 15 1 1 0 0 0 0 1 1 20:30 1 0 0 0 0 0 1 0 20:45 1 1 0 0 0 0 1 1 3 3 0 0 0 0 3 3 21 :00 1 0 0 0 0 0 1 0 21 : 15 1 0 0 0 0 0 1 0 21 :30 1 0 0 0 0 0 1 0 21 :45 0 0 0 0 0 0 0 0 3 0 0 0 0 0 3 0 22:00 1 0 0 0 0 0 1 0 22: 15 0 0 0 0 1 0 1 0 22:30 0 0 0 0 0 0 0 0 22:45 2 0 0 0 0 0 2 0 3 0 0 0 1 0 4 0 23:00 1 0 0 0 0 0 1 0 23: 15 0 0 0 0 0 0 0 0 23:30 0 0 0 0 0 0 0 0 23:45 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 Count Total 99 165 0 8 17 18 116 191 Percent 85% 86% 0% 4% 15% 9% --- CD WCR 67 / WCR 68 1 APR 11 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions North Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time SB NB SB NB SB NB SB NB 00:00 0 0 0 0 0 1 0 1 00: 15 0 0 0 0 0 0 0 0 00:30 0 0 0 0 1 0 1 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 01 :00 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0 0 1 3 10:45 0 0 0 0 0 1 0 1 1 3 0 1 0 3 1 7 11 :00 1 0 0 0 2 0 3 0 11 : 15 4 3 0 0 0 0 4 3 11 :30 0 1 0 0 0 0 0 1 11 :45 1 0 0 0 0 0 1 0 6 4 0 0 2 0 8 4 Count Total 16 17 2 4 5 7 23 28 Percent 70% 61 % 9% 14% 22% 25% --- CD WCR 67 / WCR 68 2 APR 11 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions North Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time SB NB SB NB SB NB SB NB 12:00 0 0 0 0 0 2 0 2 12: 15 0 1 0 0 0 0 0 1 12:30 1 1 0 0 0 0 1 1 12:45 1 1 0 0 0 0 1 1 2 3 0 0 0 2 2 5 13:00 1 1 0 0 0 0 1 1 13: 15 1 1 0 0 0 0 1 1 13:30 1 1 0 0 0 0 1 1 13:45 1 1 0 0 0 0 1 1 4 4 0 0 0 0 4 4 14:00 2 1 0 0 1 0 3 1 14: 15 3 1 0 0 0 0 3 1 14:30 3 1 0 0 0 0 3 1 14:45 0 1 0 0 0 0 0 1 8 4 0 0 1 0 9 4 15:00 1 0 0 0 0 0 1 0 15: 15 1 0 0 0 0 0 1 0 15:30 0 2 1 1 0 0 1 3 15:45 0 0 0 0 0 0 0 0 2 2 1 1 0 0 3 3 16:00 0 0 0 1 0 1 0 2 16: 15 2 1 0 0 0 0 2 1 16:30 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 0 2 1 0 1 0 1 2 3 17:00 1 2 0 0 0 0 1 2 17: 15 0 0 0 0 0 0 0 0 17:30 1 0 0 0 0 0 1 0 17:45 1 0 0 0 0 0 1 0 3 2 0 0 0 0 3 2 18:00 1 1 0 0 0 0 1 1 18: 15 1 0 0 0 0 0 1 0 18:30 0 0 0 0 0 0 0 0 18:45 1 1 0 0 0 0 1 1 3 2 0 0 0 0 3 2 19:00 1 0 0 0 0 0 1 0 19: 15 0 0 0 0 0 0 0 0 19:30 0 0 0 0 0 0 0 0 19:45 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 20:00 1 0 0 0 0 1 1 1 20: 15 0 0 0 0 0 0 0 0 20:30 0 0 0 0 1 0 1 0 20:45 0 0 0 0 0 0 0 0 1 0 0 0 1 1 2 1 21 :00 0 0 0 0 0 0 0 0 21 : 15 0 0 0 0 0 0 0 0 21 :30 0 0 0 0 0 0 0 0 21 :45 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 22:00 0 0 0 0 0 0 0 0 22: 15 0 0 0 0 0 0 0 0 22:30 0 0 0 0 1 0 1 0 22:45 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 23:00 0 0 0 0 0 0 0 0 23: 15 0 0 0 0 0 0 0 0 23:30 0 1 0 0 0 0 0 1 23:45 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 Count Total 26 19 1 2 3 5 30 26 Percent 87% 73% 3% 8% 10% 19% --- CD WCR 67 / WCR 68 3 APR 11 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions South Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time NB SB NB SB NB SB NB SB 00:00 0 0 0 0 0 0 0 0 00: 15 0 0 0 0 0 0 0 0 00:30 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 :00 0 0 0 0 0 0 0 0 01 : 15 0 0 0 0 0 0 0 0 01 :30 0 0 0 0 0 0 0 0 01 :45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 02: 15 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 03: 15 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 04: 15 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 05: 15 0 0 0 0 0 0 0 0 05:30 0 2 0 0 0 0 0 2 05:45 0 2 0 0 0 0 0 2 0 4 0 0 0 0 0 4 06:00 2 0 0 0 0 0 2 0 06: 15 0 0 0 0 0 0 0 0 06:30 0 0 0 0 0 0 0 0 06:45 0 3 0 0 0 0 0 3 2 3 0 0 0 0 2 3 07:00 0 2 0 0 0 0 0 2 07: 15 0 3 0 0 0 0 0 3 07:30 0 1 0 0 0 0 0 1 07:45 1 4 0 0 0 0 1 4 1 10 0 0 0 0 1 10 08:00 1 2 0 0 0 0 1 2 08: 15 0 0 0 0 0 0 0 0 08:30 2 2 0 0 0 0 2 2 08:45 0 0 0 0 0 0 0 0 3 4 0 0 0 0 3 4 09:00 0 7 0 0 0 0 0 7 09: 15 0 2 0 0 0 0 0 2 09:30 2 3 0 0 0 0 2 3 09:45 0 2 0 0 0 0 0 2 2 14 0 0 0 0 2 14 10:00 2 1 0 0 0 0 2 1 10: 15 0 0 0 0 0 0 0 0 10:30 1 1 0 0 0 0 1 1 10:45 0 3 0 0 0 0 0 3 3 5 0 0 0 0 3 5 11 :00 3 0 0 0 0 0 3 0 11 : 15 2 8 0 0 0 0 2 8 11 :30 1 9 0 0 0 0 1 9 11 :45 0 1 0 0 0 0 0 1 6 18 0 0 0 0 6 18 Count Total 17 58 0 0 0 0 17 58 Percent 100% 100% 0% 0% 0% 0% --- CD WCR 67 / WCR 68 4 APR 11 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions South Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time NB SB NB SB NB SB NB SB 12:00 1 2 0 0 0 0 1 2 12: 15 3 1 0 0 0 0 3 1 12:30 14 0 0 0 0 0 14 0 12:45 0 1 0 0 0 0 0 1 18 4 0 0 0 0 18 4 13:00 2 0 0 0 0 0 2 0 13: 15 2 0 0 0 0 0 2 0 13:30 3 0 0 0 0 0 3 0 13:45 3 0 0 0 0 0 3 0 10 0 0 0 0 0 10 0 14:00 2 1 0 0 0 0 2 1 14: 15 0 0 0 0 0 0 0 0 14:30 0 0 0 0 0 0 0 0 14:45 0 1 0 0 0 0 0 1 2 2 0 0 0 0 2 2 15:00 2 0 0 0 0 0 2 0 15: 15 2 0 0 0 0 0 2 0 15:30 4 1 0 0 0 0 4 1 15:45 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www. sustainabletrafficsolutions . com Solutions East Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time WB EB WB EB WB EB WB EB 00:00 0 0 0 0 1 0 1 0 00: 15 0 0 0 0 0 0 0 0 00:30 0 0 0 0 0 1 0 1 00:45 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 01 :00 1 0 0 0 0 0 1 0 01 : 15 0 0 0 0 0 1 0 1 01 :30 0 0 0 0 0 0 0 0 01 :45 0 0 0 0 0 0 0 0 1 0 0 0 0 1 1 1 02:00 0 0 0 0 1 0 1 0 02: 15 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 02:45 0 1 0 0 0 0 0 1 0 1 0 0 1 0 1 1 03:00 0 0 0 0 0 0 0 0 03: 15 0 1 0 0 0 0 0 1 03:30 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 04:00 0 0 0 0 0 0 0 0 04: 15 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 2 0 0 0 0 0 2 0 05: 15 4 2 0 0 0 0 4 2 05:30 3 2 0 1 0 0 3 3 05:45 4 1 0 0 0 2 4 3 13 5 0 1 0 2 13 8 06:00 5 7 0 0 0 0 5 7 06: 15 0 6 0 0 1 1 1 7 06:30 3 7 0 0 3 0 6 7 06:45 4 3 0 0 0 0 4 3 12 23 0 0 4 1 16 24 07:00 5 10 0 1 1 3 6 14 07: 15 3 6 0 2 0 1 3 9 07:30 5 11 1 1 0 1 6 13 07:45 1 12 0 0 0 0 1 12 14 39 1 4 1 5 16 48 08:00 3 9 0 1 1 0 4 10 08: 15 5 13 2 0 3 0 10 13 08:30 5 6 1 0 0 1 6 7 08:45 3 1 0 2 0 1 3 4 16 29 3 3 4 2 23 34 09:00 3 2 1 2 0 2 4 6 09: 15 3 2 0 0 0 0 3 2 09:30 8 1 2 0 0 1 10 2 09:45 4 2 0 0 0 1 4 3 18 7 3 2 0 4 21 13 10:00 3 2 0 1 3 0 6 3 10: 15 4 2 0 0 2 0 6 2 10:30 5 2 0 0 0 0 5 2 10:45 4 1 0 0 1 3 5 4 16 7 0 1 6 3 22 11 11 :00 1 6 0 0 0 3 1 9 11 : 15 4 1 0 0 0 0 4 1 11 :30 5 5 1 0 0 1 6 6 11 :45 0 4 0 0 2 0 2 4 10 16 1 0 2 4 13 20 Count Total 100 128 8 11 19 23 127 162 Percent 79% 79% 6% 7% 15% 14% --- CD WCR 67 / WCR 68 6 APR 11 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions East Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time WB EB WB EB WB EB WB EB 12:00 1 3 0 0 1 0 2 3 12: 15 2 6 0 0 1 0 3 6 12:30 1 5 0 0 0 1 1 6 12:45 5 2 0 0 0 3 5 5 9 16 0 0 2 4 11 20 13:00 8 2 0 0 0 0 8 2 13: 15 8 2 0 0 0 0 8 2 13:30 4 4 1 0 0 0 5 4 13:45 4 4 1 0 0 0 5 4 24 12 2 0 0 0 26 12 14:00 7 3 1 0 0 1 8 4 14: 15 5 5 1 0 0 0 6 5 14:30 5 5 1 0 0 0 6 5 14:45 7 2 0 0 6 0 13 2 24 15 3 0 6 1 33 16 15:00 3 6 0 0 2 0 5 6 15: 15 3 6 0 0 2 0 5 6 15:30 3 2 1 0 1 0 5 2 15:45 13 0 0 0 0 0 13 0 22 14 1 0 5 0 28 14 16:00 12 8 0 0 1 0 13 8 16: 15 7 1 0 1 0 1 7 3 16:30 8 1 0 0 0 1 8 2 16:45 5 2 0 0 1 0 6 2 32 12 0 1 2 2 34 15 17:00 4 5 0 0 0 0 4 5 17: 15 2 4 0 0 0 0 2 4 17:30 4 2 0 0 0 0 4 2 17:45 3 3 0 0 0 0 3 3 13 14 0 0 0 0 13 14 18:00 0 5 0 0 1 0 1 5 18: 15 2 0 0 0 0 0 2 0 18:30 5 2 0 0 0 0 5 2 18:45 4 4 0 0 0 1 4 5 11 11 0 0 1 1 12 12 19:00 0 5 0 0 0 0 0 5 19: 15 1 0 0 0 0 0 1 0 19:30 3 2 0 0 0 0 3 2 19:45 0 0 0 0 0 0 0 0 4 7 0 0 0 0 4 7 20:00 1 3 0 0 1 0 2 3 20: 15 1 0 0 0 0 0 1 0 20:30 1 2 0 0 0 1 1 3 20:45 3 2 0 0 0 0 3 2 6 7 0 0 1 1 7 8 21 :00 1 1 0 0 0 0 1 1 21 : 15 0 1 0 0 0 0 0 1 21 :30 0 0 0 0 0 0 0 0 21 :45 0 1 0 0 1 0 1 1 1 3 0 0 1 0 2 3 22:00 0 0 0 0 0 0 0 0 22: 15 0 0 0 0 0 0 0 0 22:30 0 1 0 0 0 1 0 2 22:45 0 1 0 0 0 0 0 1 0 2 0 0 0 1 0 3 23:00 0 0 0 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05:45 3 4 0 0 2 0 5 4 9 13 1 0 3 0 13 13 06:00 7 7 0 0 0 0 7 7 06: 15 5 0 0 0 1 1 6 1 06:30 7 4 1 0 0 3 8 7 06:45 6 4 0 0 0 0 6 4 25 15 1 0 1 4 27 19 07:00 12 6 1 0 3 1 16 7 07: 15 9 1 2 0 1 0 12 1 07:30 12 4 1 0 1 0 14 4 07:45 15 1 0 1 0 0 15 2 48 12 4 1 5 1 57 14 08:00 9 3 1 0 0 0 10 3 08: 15 13 5 0 2 0 3 13 10 08:30 7 6 0 1 0 0 7 7 08:45 1 3 2 0 1 0 4 3 30 17 3 3 1 3 34 23 09:00 9 3 2 1 2 0 13 4 09: 15 3 2 1 0 0 0 4 2 09:30 3 6 0 3 1 0 4 9 09:45 3 4 0 0 1 0 4 4 18 15 3 4 4 0 25 19 10:00 3 4 1 0 0 3 4 7 10: 15 2 4 0 0 0 0 2 4 10:30 3 5 1 0 0 0 4 5 10:45 3 3 0 0 3 0 6 3 11 16 2 0 3 3 16 19 11 :00 4 3 0 0 1 0 5 3 11 : 15 6 4 0 0 0 0 6 4 11 :30 11 2 0 1 1 0 12 3 11 :45 5 1 0 0 0 2 5 3 26 10 0 1 2 2 28 13 Count Total 169 99 14 9 19 13 202 121 Percent 84% 82% 7% 7% 9% 11 % --- CD WCR 67 / WCR 68 8 APR 11 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions West Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time EB WB EB WB EB WB EB WB 12:00 5 2 0 0 1 0 6 2 12: 15 5 2 0 0 0 1 5 3 12:30 1 11 0 0 1 0 2 11 12:45 2 4 0 0 3 0 5 4 13 19 0 0 5 1 18 20 13:00 1 9 0 0 0 0 1 9 13: 15 1 9 0 0 0 0 1 9 13:30 3 6 0 1 0 0 3 7 13:45 3 6 0 1 0 0 3 7 8 30 0 2 0 0 8 32 14:00 4 10 0 1 0 0 4 11 14: 15 3 5 0 1 0 0 3 6 14:30 3 5 0 1 0 0 3 6 14:45 3 6 0 0 0 6 3 12 13 26 0 3 0 6 13 35 15:00 4 4 0 0 0 2 4 6 15: 15 4 4 0 0 0 2 4 6 15:30 4 6 0 1 0 1 4 8 15:45 0 13 0 0 0 0 0 13 12 27 0 1 0 5 12 33 16:00 8 13 1 0 0 0 9 13 16: 15 1 15 1 0 1 0 3 15 16:30 1 9 0 0 1 0 2 9 16:45 2 5 0 0 0 1 2 6 12 42 2 0 2 1 16 43 17:00 5 4 0 0 0 0 5 4 17: 15 4 2 0 0 0 0 4 2 17:30 1 4 0 0 0 0 1 4 17:45 3 3 0 0 0 0 3 3 13 13 0 0 0 0 13 13 18:00 7 0 0 0 0 1 7 1 18: 15 1 4 0 0 0 0 1 4 18:30 2 7 0 0 0 0 2 7 18:45 3 3 0 0 1 0 4 3 13 14 0 0 1 1 14 15 19:00 4 0 0 0 0 0 4 0 19: 15 0 1 0 0 0 0 0 1 19:30 2 3 0 0 0 0 2 3 19:45 0 1 0 0 0 0 0 1 6 5 0 0 0 0 6 5 20:00 2 1 0 0 0 0 2 1 20: 15 0 1 0 0 0 0 0 1 20:30 2 1 0 0 0 0 2 1 20:45 2 3 0 0 0 0 2 3 6 6 0 0 0 0 6 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APR 9 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions North Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time SB NB SB NB SB NB SB NB 12:00 0 0 0 0 0 0 0 0 12: 15 0 1 0 0 0 0 0 1 12:30 1 0 0 0 0 0 1 0 12:45 0 0 0 1 0 0 0 1 1 1 0 1 0 0 1 2 13:00 0 1 0 0 0 0 0 1 13: 15 0 1 0 0 0 0 0 1 13:30 0 0 0 0 0 0 0 0 13:45 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 14:00 0 0 0 0 0 0 0 0 14: 15 0 0 0 0 0 0 0 0 14:30 0 0 0 0 0 0 0 0 14:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 0 0 0 0 0 0 0 0 15: 15 0 0 0 0 0 0 0 0 15:30 0 0 1 0 0 0 1 0 15:45 0 1 0 0 0 0 0 1 0 1 1 0 0 0 1 1 16:00 1 0 0 0 0 0 1 0 16: 15 1 0 0 0 0 0 1 0 16:30 0 1 0 0 0 0 0 1 16:45 2 0 0 0 0 0 2 0 4 1 0 0 0 0 4 1 17:00 1 1 0 0 0 0 1 1 17: 15 2 0 0 0 0 0 2 0 17:30 1 0 0 0 0 0 1 0 17:45 0 0 0 0 0 0 0 0 4 1 0 0 0 0 4 1 18:00 0 0 0 0 0 0 0 0 18: 15 0 0 0 0 0 0 0 0 18:30 0 0 0 0 0 0 0 0 18:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19:00 0 0 0 0 0 0 0 0 19: 15 0 1 0 0 0 0 0 1 19:30 0 0 0 0 0 0 0 0 19:45 1 1 0 0 0 0 1 1 1 2 0 0 0 0 1 2 20:00 0 0 0 0 0 0 0 0 20: 15 0 0 0 0 0 0 0 0 20:30 0 0 0 0 0 0 0 0 20:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21 :00 0 0 0 0 0 0 0 0 21 : 15 0 0 0 0 0 0 0 0 21 :30 0 0 0 0 0 0 0 0 21 :45 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 22:00 0 0 0 0 0 0 0 0 22: 15 0 0 0 0 0 0 0 0 22:30 0 0 0 0 0 0 0 0 22:45 2 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 23:00 0 0 0 0 0 0 0 0 23: 15 0 0 0 0 0 0 0 0 23:30 0 0 0 0 0 0 0 0 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 12 9 1 1 0 0 13 10 Percent 92% 90% 8% 10% 0% 0% --- CD WCR 68 WHERE PAVEMENT ENDS 3 APR 9 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions East Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time WB EB WB EB WB EB WB EB 00:00 0 0 0 0 0 0 0 0 00: 15 0 0 0 0 0 0 0 0 00:30 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 :00 0 0 0 0 0 0 0 0 01 : 15 0 0 0 0 1 0 1 0 01 :30 0 0 0 0 0 0 0 0 01 :45 0 0 0 0 0 0 0 0 0 0 0 0 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0 0 0 1 3 2 11 :30 1 0 0 0 3 0 4 0 11 :45 5 3 0 0 0 0 5 3 12 5 8 0 3 1 23 6 Count Total 60 58 9 10 15 16 84 84 Percent 71 % 69% 11 % 12% 18% 19% --- CD WCR 68 WHERE PAVEMENT ENDS 4 APR 9 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions East Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time WB EB WB EB WB EB WB EB 12:00 6 3 0 1 1 0 7 4 12: 15 2 3 0 0 2 0 4 3 12:30 1 1 0 7 0 1 1 9 12:45 2 1 1 0 0 3 3 4 11 8 1 8 3 4 15 20 13:00 2 2 0 0 0 1 2 3 13: 15 2 2 0 0 0 1 2 3 13:30 3 0 7 0 3 0 13 0 13:45 3 0 7 0 3 0 13 0 10 4 14 0 6 2 30 6 14:00 3 2 0 0 1 0 4 2 14: 15 3 1 1 0 0 0 4 1 14:30 3 1 1 0 0 0 4 1 14:45 0 2 0 0 1 1 1 3 9 6 2 0 2 1 13 7 15:00 0 0 1 0 0 2 1 2 15: 15 0 0 1 0 0 2 1 2 15:30 3 1 0 0 0 0 3 1 15:45 2 5 0 0 0 0 2 5 5 6 2 0 0 4 7 10 16:00 4 1 0 0 1 0 5 1 16: 15 3 2 0 0 0 0 3 2 16:30 3 3 0 0 1 0 4 3 16:45 2 3 0 0 0 0 2 3 12 9 0 0 2 0 14 9 17:00 3 3 0 0 0 1 3 4 17: 15 1 3 0 0 1 0 2 3 17:30 3 3 0 0 0 0 3 3 17:45 0 0 0 0 0 0 0 0 7 9 0 0 1 1 8 10 18:00 4 1 0 0 0 0 4 1 18: 15 5 1 0 0 0 0 5 1 18:30 2 1 0 0 0 1 2 2 18:45 1 3 0 0 0 0 1 3 12 6 0 0 0 1 12 7 19:00 2 2 0 0 0 0 2 2 19: 15 0 2 0 0 0 1 0 3 19:30 1 0 0 0 0 0 1 0 19:45 1 0 0 0 0 0 1 0 4 4 0 0 0 1 4 5 20:00 0 1 0 0 0 0 0 1 20: 15 1 0 0 0 0 0 1 0 20:30 0 0 0 0 0 0 0 0 20:45 0 1 0 0 1 0 1 1 1 2 0 0 1 0 2 2 21 :00 0 1 0 0 0 0 0 1 21 : 15 2 0 0 0 0 1 2 1 21 :30 0 0 0 0 0 0 0 0 21 :45 1 3 0 0 0 0 1 3 3 4 0 0 0 1 3 5 22:00 0 2 0 0 0 0 0 2 22: 15 0 0 0 0 1 0 1 0 22:30 0 0 0 0 0 0 0 0 22:45 0 0 0 0 0 0 0 0 0 2 0 0 1 0 1 2 23:00 0 0 0 0 0 0 0 0 23: 15 0 1 0 0 0 1 0 2 23:30 0 0 0 0 1 0 1 0 23:45 0 0 0 0 0 0 0 0 0 1 0 0 1 1 1 2 Count Total 74 61 19 8 17 16 110 85 Percent 67% 72% 17% 9% 15% 19% --- CD WCR 68 WHERE PAVEMENT ENDS 5 APR 9 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions West Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time EB WB EB WB EB WB EB WB 00:00 0 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0 5 1 6 4 0 3 4 0 10 7 16:00 1 5 0 0 0 1 1 6 16: 15 2 4 0 0 0 0 2 4 16:30 4 3 0 0 0 1 4 4 16:45 3 4 0 0 0 0 3 4 10 16 0 0 0 2 10 18 17:00 3 3 0 0 1 0 4 3 17: 15 3 3 0 0 0 1 3 4 17:30 3 4 0 0 0 0 3 4 17:45 0 0 0 0 0 0 0 0 9 10 0 0 1 1 10 11 18:00 1 4 0 0 0 0 1 4 18: 15 1 5 0 0 0 0 1 5 18:30 1 2 0 0 1 0 2 2 18:45 3 1 0 0 0 0 3 1 6 12 0 0 1 0 7 12 19:00 2 2 0 0 0 0 2 2 19: 15 3 0 0 0 1 0 4 0 19:30 0 1 0 0 0 0 0 1 19:45 1 2 0 0 0 0 1 2 6 5 0 0 1 0 7 5 20:00 1 0 0 0 0 0 1 0 20: 15 0 1 0 0 0 0 0 1 20:30 0 0 0 0 0 0 0 0 20:45 1 0 0 0 0 1 1 1 2 1 0 0 0 1 2 2 21 :00 1 0 0 0 0 0 1 0 21 : 15 0 2 0 0 1 0 1 2 21 :30 0 0 0 0 0 0 0 0 21 :45 4 1 0 0 0 0 4 1 5 3 0 0 1 0 6 3 22:00 2 0 0 0 0 0 2 0 22: 15 0 0 0 0 0 1 0 1 22:30 0 0 0 0 0 0 0 0 22:45 0 2 0 0 0 0 0 2 2 2 0 0 0 1 2 3 23:00 0 0 0 0 0 0 0 0 23: 15 1 0 0 0 1 0 2 0 23:30 0 0 0 0 0 1 0 1 23:45 0 0 0 0 0 0 0 0 1 0 0 0 1 1 2 1 Count Total 67 83 8 19 16 17 91 119 Percent 74% 70% 9% 16% 18% 14% --- CD WCR 68 WHERE PAVEMENT ENDS 1 APR 10 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions North Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time SB NB SB NB SB NB SB NB 00:00 0 0 0 0 0 0 0 0 00: 15 0 0 0 0 0 0 0 0 00:30 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 :00 0 0 0 0 0 0 0 0 01 : 15 0 1 0 0 0 0 0 1 01 :30 0 0 0 0 0 0 0 0 01 :45 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 02:00 0 0 0 0 0 0 0 0 02: 15 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 03: 15 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 04: 15 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 05: 15 0 0 0 0 0 0 0 0 05:30 1 0 0 0 0 0 1 0 05:45 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 06:00 0 0 0 0 0 0 0 0 06: 15 0 0 0 0 0 0 0 0 06:30 0 0 0 0 0 0 0 0 06:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 0 0 0 0 0 0 0 0 07: 15 0 0 0 0 0 0 0 0 07:30 0 0 0 0 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0 0 0 1 1 23:45 0 0 0 0 0 0 0 0 2 1 0 0 0 0 2 1 Count Total 19 13 2 2 0 0 21 15 Percent 90% 87% 10% 13% 0% 0% --- CD WCR 68 WHERE PAVEMENT ENDS 3 APR 10 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions East Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time WB EB WB EB WB EB WB EB 00:00 0 0 0 0 0 0 0 0 00: 15 0 0 0 0 0 0 0 0 00:30 0 0 0 0 0 0 0 0 00:45 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 0 01 :00 0 0 0 0 0 0 0 0 01 : 15 0 0 0 0 0 0 0 0 01 :30 0 0 0 0 0 1 0 1 01 :45 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 02:00 0 0 0 0 0 0 0 0 02: 15 0 1 0 0 0 0 0 1 02:30 0 0 0 0 0 0 0 0 02:45 0 0 0 0 1 0 1 0 0 1 0 0 1 0 1 1 03:00 0 0 0 0 0 0 0 0 03: 15 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 04: 15 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 1 0 0 0 0 0 1 0 05: 15 0 0 0 0 0 0 0 0 05:30 2 2 0 0 0 0 2 2 05:45 1 1 0 0 0 0 1 1 4 3 0 0 0 0 4 3 06:00 4 1 0 0 0 0 4 1 06: 15 1 1 0 0 0 1 1 2 06:30 5 2 0 0 1 0 6 2 06:45 1 1 0 0 0 1 1 2 11 5 0 0 1 2 12 7 07:00 3 5 0 2 0 1 3 8 07: 15 3 3 0 0 1 4 4 7 07:30 3 1 0 0 0 0 3 1 07:45 3 4 0 0 1 0 4 4 12 13 0 2 2 5 14 20 08:00 1 4 0 0 0 0 1 4 08: 15 1 1 0 1 3 0 4 2 08:30 1 1 0 0 4 1 5 2 08:45 1 1 0 0 0 1 1 2 4 7 0 1 7 2 11 10 09:00 1 2 0 0 0 0 1 2 09: 15 1 0 0 0 0 5 1 5 09:30 3 2 0 0 0 1 3 3 09:45 1 3 0 0 0 0 1 3 6 7 0 0 0 6 6 13 10:00 0 4 0 0 2 0 2 4 10: 15 0 1 0 0 4 0 4 1 10:30 2 1 0 0 2 0 4 1 10:45 2 2 0 0 0 1 2 3 4 8 0 0 8 1 12 9 11 :00 0 2 0 0 0 3 0 5 11 : 15 0 3 0 0 0 1 0 4 11 :30 5 1 0 0 0 2 5 3 11 :45 1 3 0 0 2 1 3 4 6 9 0 0 2 7 8 16 Count Total 47 53 0 3 22 24 69 80 Percent 68% 66% 0% 4% 32% 30% --- CD WCR 68 WHERE PAVEMENT ENDS 4 APR 10 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions East Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time WB EB WB EB WB EB WB EB 12:00 2 1 0 0 0 2 2 3 12: 15 4 1 0 0 1 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sustainabletrafficsolutions . com Solutions West Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time EB WB EB WB EB WB EB WB 12:00 1 2 0 0 2 0 3 2 12: 15 2 2 0 0 1 1 3 3 12:30 2 2 0 1 0 1 2 4 12:45 2 3 0 0 3 2 5 5 7 9 0 1 6 4 13 14 13:00 3 0 0 1 2 0 5 1 13: 15 3 0 0 1 2 0 5 1 13:30 0 2 0 2 0 3 0 7 13:45 0 2 0 2 0 3 0 7 6 4 0 6 4 6 10 16 14:00 3 3 0 0 2 0 5 3 14: 15 2 5 0 0 2 2 4 7 14:30 2 5 0 0 2 2 4 7 14:45 3 6 0 0 0 5 3 11 10 19 0 0 6 9 16 28 15:00 2 9 0 0 1 0 3 9 15: 15 2 9 0 0 1 0 3 9 15:30 0 7 0 1 0 1 0 9 15:45 1 2 0 0 0 0 1 2 5 27 0 1 2 1 7 29 16:00 1 6 0 0 0 1 1 7 16: 15 2 1 0 0 1 0 3 1 16:30 3 5 0 0 0 1 3 6 16:45 1 6 0 0 0 0 1 6 7 18 0 0 1 2 8 20 17:00 3 1 0 0 0 1 3 2 17: 15 4 1 0 0 0 0 4 1 17:30 0 7 0 1 0 0 0 8 17:45 4 2 0 0 0 0 4 2 11 11 0 1 0 1 11 13 18:00 1 1 0 0 0 0 1 1 18: 15 2 2 0 0 0 0 2 2 18:30 2 5 0 0 1 0 3 5 18:45 3 0 0 0 0 0 3 0 8 8 0 0 1 0 9 8 19:00 0 0 0 0 0 0 0 0 19: 15 1 0 0 0 0 1 1 1 19:30 0 1 0 0 0 0 0 1 19:45 3 0 0 0 1 0 4 0 4 1 0 0 1 1 5 2 20:00 0 1 0 0 0 0 0 1 20: 15 0 0 0 0 0 0 0 0 20:30 1 0 0 0 0 0 1 0 20:45 2 0 0 0 0 1 2 1 3 1 0 0 0 1 3 2 21 :00 0 0 0 0 0 0 0 0 21 : 15 0 0 0 0 0 0 0 0 21 :30 0 0 0 0 0 0 0 0 21 :45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22:00 1 0 0 0 0 0 1 0 22: 15 0 0 0 0 1 0 1 0 22:30 0 0 0 0 0 0 0 0 22:45 1 0 0 0 0 1 1 1 2 0 0 0 1 1 3 1 23:00 0 1 0 0 0 0 0 1 23: 15 0 0 0 0 1 0 1 0 23:30 0 1 0 0 0 0 0 1 23:45 0 0 0 0 0 0 0 0 0 2 0 0 1 0 1 2 Count Total 63 100 0 9 23 26 86 135 Percent 73% 74% 0% 7% 27% 19% --- CD WCR 68 WHERE PAVEMENT ENDS 1 APR 11 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions North Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time SB NB SB NB SB NB SB NB 00:00 0 1 0 0 0 0 0 1 00: 15 0 0 0 0 0 0 0 0 00:30 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 01 :00 0 0 0 0 0 0 0 0 01 : 15 0 0 0 0 0 0 0 0 01 :30 0 0 0 0 0 0 0 0 01 :45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 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0 0 2 0 11 :45 0 1 0 0 0 0 0 1 2 3 0 0 0 1 2 4 Count Total 6 13 0 0 0 1 6 14 Percent 100% 93% 0% 0% 0% 7% --- CD WCR 68 WHERE PAVEMENT ENDS 2 APR 11 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions North Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time SB NB SB NB SB NB SB NB 12:00 1 0 0 0 0 0 1 0 12: 15 2 2 0 0 0 0 2 2 12:30 0 3 0 0 0 0 0 3 12:45 0 0 0 1 0 0 0 1 3 5 0 1 0 0 3 6 13:00 0 1 0 0 0 0 0 1 13: 15 0 1 0 0 0 0 0 1 13:30 0 2 0 0 0 0 0 2 13:45 0 2 0 0 0 0 0 2 0 6 0 0 0 0 0 6 14:00 0 1 0 0 0 0 0 1 14: 15 1 0 0 0 0 0 1 0 14:30 1 0 0 0 0 0 1 0 14:45 2 0 0 0 0 0 2 0 4 1 0 0 0 0 4 1 15:00 1 1 0 0 0 0 1 1 15: 15 1 1 0 0 0 0 1 1 15:30 2 5 1 0 0 0 3 5 15:45 0 0 0 0 0 0 0 0 4 7 1 0 0 0 5 7 16:00 7 0 0 0 0 0 7 0 16: 15 0 0 0 0 0 0 0 0 16:30 1 0 0 0 1 0 2 0 16:45 1 0 0 0 0 0 1 0 9 0 0 0 1 0 10 0 17:00 0 0 0 0 0 0 0 0 17: 15 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18:00 0 1 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1 00:45 0 0 0 0 0 0 0 0 1 0 0 0 1 1 2 1 01 :00 1 0 0 0 0 0 1 0 01 : 15 0 0 0 0 0 1 0 1 01 :30 0 0 0 0 0 0 0 0 01 :45 0 0 0 0 0 0 0 0 1 0 0 0 0 1 1 1 02:00 0 0 0 0 1 0 1 0 02: 15 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 02:45 0 1 0 0 0 0 0 1 0 1 0 0 1 0 1 1 03:00 0 0 0 0 0 0 0 0 03: 15 0 1 0 0 0 0 0 1 03:30 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 04:00 0 0 0 0 0 0 0 0 04: 15 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 1 0 0 0 0 0 1 0 05: 15 2 0 0 0 0 0 2 0 05:30 2 2 0 0 0 0 2 2 05:45 2 1 0 0 0 0 2 1 7 3 0 0 0 0 7 3 06:00 5 4 0 0 1 1 6 5 06: 15 1 0 0 0 1 0 2 0 06:30 6 0 0 0 1 0 7 0 06:45 0 1 0 0 0 0 0 1 12 5 0 0 3 1 15 6 07:00 2 3 0 0 1 2 3 5 07: 15 1 3 0 0 0 1 1 4 07:30 2 2 0 0 0 0 2 2 07:45 0 4 0 0 0 0 0 4 5 12 0 0 1 3 6 15 08:00 2 1 0 0 3 0 5 1 08: 15 4 6 1 1 1 0 6 7 08:30 2 2 0 0 0 0 2 2 08:45 3 2 1 0 0 2 4 4 11 11 2 1 4 2 17 14 09:00 1 1 0 1 0 3 1 5 09: 15 0 1 1 0 0 0 1 1 09:30 2 0 0 0 0 1 2 1 09:45 2 0 0 0 1 0 3 0 5 2 1 1 1 4 7 7 10:00 2 1 0 1 2 1 4 3 10: 15 2 1 0 0 2 0 4 1 10:30 4 1 0 0 0 0 4 1 10:45 2 0 0 0 2 3 4 3 10 3 0 1 6 4 16 8 11 :00 1 2 1 0 0 1 2 3 11 : 15 3 0 0 0 0 1 3 1 11 :30 1 4 0 0 0 1 1 5 11 :45 0 3 0 0 3 0 3 3 5 9 1 0 3 3 9 12 Count Total 57 47 4 3 20 19 81 69 Percent 70% 68% 5% 4% 25% 28% --- CD WCR 68 WHERE PAVEMENT ENDS 4 APR 11 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions East Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time WB EB WB EB WB EB WB EB 12:00 2 1 0 0 0 0 2 1 12: 15 1 3 0 0 1 0 2 3 12:30 0 0 0 0 0 0 0 0 12:45 4 1 1 0 0 4 5 5 7 5 1 0 1 4 9 9 13:00 5 1 0 0 1 0 6 1 13: 15 5 1 0 0 1 0 6 1 13:30 2 3 0 0 1 0 3 3 13:45 2 3 0 0 1 0 3 3 14 8 0 0 4 0 18 8 14:00 4 0 1 0 0 1 5 1 14: 15 4 2 0 0 2 0 6 2 14:30 4 2 0 0 2 0 6 2 14:45 4 0 0 0 4 0 8 0 16 4 1 0 8 1 25 5 15:00 1 4 0 0 2 0 3 4 15: 15 1 4 0 0 2 0 3 4 15:30 7 2 0 0 0 0 7 2 15:45 12 0 0 0 1 0 13 0 21 10 0 0 5 0 26 10 16:00 5 6 0 0 0 0 5 6 16: 15 5 1 0 0 0 2 5 3 16:30 3 0 0 0 0 0 3 0 16:45 3 2 0 0 0 1 3 3 16 9 0 0 0 3 16 12 17:00 2 4 0 0 0 0 2 4 17: 15 1 2 0 0 0 0 1 2 17:30 1 2 0 0 0 0 1 2 17:45 2 1 0 0 0 0 2 1 6 9 0 0 0 0 6 9 18:00 2 1 0 0 1 0 3 1 18: 15 1 1 0 0 0 0 1 1 18:30 3 2 0 0 0 0 3 2 18:45 4 5 0 0 0 1 4 6 10 9 0 0 1 1 11 10 19:00 0 3 0 0 0 0 0 3 19: 15 0 0 0 0 0 0 0 0 19:30 3 1 0 0 0 0 3 1 19:45 0 1 0 0 1 0 1 1 3 5 0 0 1 0 4 5 20:00 2 2 0 0 0 0 2 2 20: 15 1 0 0 0 0 0 1 0 20:30 2 3 0 0 0 0 2 3 20:45 2 2 0 0 0 0 2 2 7 7 0 0 0 0 7 7 21 :00 1 1 0 0 0 0 1 1 21 : 15 0 0 0 0 0 0 0 0 21 :30 0 1 0 0 0 0 0 1 21 :45 0 0 0 0 1 0 1 0 1 2 0 0 1 0 2 2 22:00 0 0 0 0 0 0 0 0 22: 15 0 0 0 0 0 1 0 1 22:30 0 1 0 0 0 0 0 1 22:45 0 1 0 0 0 0 0 1 0 2 0 0 0 1 0 3 23:00 0 0 0 0 0 0 0 0 23: 15 0 0 0 0 0 0 0 0 23:30 0 0 0 0 0 0 0 0 23:45 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 Count Total 101 71 2 0 21 10 124 81 Percent 81 % 88% 2% 0% 17% 12% --- CD WCR 68 WHERE PAVEMENT ENDS 5 APR 11 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions West Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time EB WB EB WB EB WB EB WB 00:00 0 0 0 0 0 1 0 1 00: 15 0 0 0 0 0 0 0 0 00:30 0 0 0 0 1 0 1 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 01 :00 0 1 0 0 0 0 0 1 01 : 15 0 0 0 0 1 0 1 0 01 :30 0 0 0 0 0 0 0 0 01 :45 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 02:00 0 0 0 0 0 1 0 1 02: 15 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 02:45 1 0 0 0 0 0 1 0 1 0 0 0 0 1 1 1 03:00 0 0 0 0 0 0 0 0 03: 15 1 0 0 0 0 0 1 0 03:30 1 0 0 0 0 0 1 0 03:45 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 0 04:00 0 0 0 0 0 0 0 0 04: 15 0 1 0 0 0 0 0 1 04:30 0 0 0 0 0 0 0 0 04:45 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 05:00 0 1 0 0 0 0 0 1 05: 15 0 3 0 0 0 0 0 3 05:30 2 2 0 0 0 0 2 2 05:45 1 2 0 0 0 0 1 2 3 8 0 0 0 0 3 8 06:00 4 5 0 0 1 1 5 6 06: 15 0 1 0 0 0 1 0 2 06:30 0 6 0 0 0 1 0 7 06:45 1 0 0 0 0 0 1 0 5 12 0 0 1 3 6 15 07:00 3 2 0 0 2 1 5 3 07: 15 4 1 0 0 1 0 5 1 07:30 3 2 0 0 0 0 3 2 07:45 4 0 0 0 0 0 4 0 14 5 0 0 3 1 17 6 08:00 2 2 0 0 0 3 2 5 08: 15 9 4 1 1 0 1 10 6 08:30 2 2 0 0 0 0 2 2 08:45 3 3 0 1 2 0 5 4 16 11 1 2 2 4 19 17 09:00 1 1 1 0 3 0 5 1 09: 15 1 1 0 1 0 0 1 2 09:30 0 3 0 0 1 0 1 3 09:45 0 2 0 0 0 1 0 3 2 7 1 1 4 1 7 9 10:00 2 2 1 0 1 2 4 4 10: 15 1 2 0 0 0 2 1 4 10:30 1 4 0 0 0 0 1 4 10:45 0 2 0 0 3 2 3 4 4 10 1 0 4 6 9 16 11 :00 2 1 0 1 2 0 4 2 11 : 15 2 3 0 0 1 0 3 3 11 :30 4 3 0 0 1 0 5 3 11 :45 4 0 0 0 0 3 4 3 12 7 0 1 4 3 16 11 Count Total 59 62 3 4 20 20 82 86 Percent 72% 72% 4% 5% 24% 23% --- CD WCR 68 WHERE PAVEMENT ENDS 6 APR 11 , 2024 Sustainable Traffic www. sustainabletrafficsolutions . com Solutions West Leg Interval Start Passenger Vehicles Trucks Less Than 40' Long Trucks Greater Than 40' Long Total Time EB WB EB WB EB WB EB WB 12:00 1 3 0 0 0 0 1 3 12: 15 5 3 0 0 0 1 5 4 12:30 3 0 0 0 0 0 3 0 12:45 1 4 1 1 4 0 6 5 10 10 1 1 4 1 15 12 13:00 2 5 0 0 0 1 2 6 13: 15 2 5 0 0 0 1 2 6 13:30 4 1 0 0 0 1 4 2 13:45 4 1 0 0 0 1 4 2 12 12 0 0 0 4 12 16 14:00 1 4 0 1 1 0 2 5 14: 15 2 5 0 0 0 2 2 7 14:30 2 5 0 0 0 2 2 7 14:45 0 6 0 0 0 4 0 10 5 20 0 1 1 8 6 29 15:00 5 2 0 0 0 2 5 4 15: 15 5 2 0 0 0 2 5 4 15:30 1 3 0 1 0 0 1 4 15:45 0 12 0 0 0 1 0 13 11 19 0 1 0 5 11 25 16:00 5 11 0 0 0 0 5 11 16: 15 1 5 0 0 2 0 3 5 16:30 0 4 0 0 0 1 0 5 16:45 2 4 0 0 1 0 3 4 8 24 0 0 3 1 11 25 17:00 4 2 0 0 0 0 4 2 17: 15 2 1 0 0 0 0 2 1 17:30 2 1 0 0 0 0 2 1 17:45 1 2 0 0 0 0 1 2 9 6 0 0 0 0 9 6 18:00 1 1 0 0 0 1 1 2 18: 15 1 1 0 0 0 0 1 1 18:30 2 3 0 0 0 0 2 3 18:45 5 4 0 0 1 0 6 4 9 9 0 0 1 1 10 10 19:00 3 0 0 0 0 0 3 0 19: 15 1 1 0 0 0 0 1 1 19:30 1 3 0 0 0 0 1 3 19:45 0 0 0 0 0 1 0 1 5 4 0 0 0 1 5 5 20:00 3 1 0 0 0 0 3 1 20: 15 0 1 0 0 0 0 0 1 20:30 3 2 0 0 0 0 3 2 20:45 2 2 0 0 0 0 2 2 8 6 0 0 0 0 8 6 21 :00 1 1 0 0 0 0 1 1 21 : 15 0 0 0 0 0 0 0 0 21 :30 1 0 0 0 0 0 1 0 21 :45 0 1 0 0 0 1 0 2 2 2 0 0 0 1 2 3 22:00 0 0 0 0 0 0 0 0 22: 15 0 0 0 0 1 0 1 0 22:30 1 0 0 0 0 0 1 0 22:45 1 0 0 0 0 0 1 0 2 0 0 0 1 0 3 0 23:00 0 0 0 0 0 0 0 0 23: 15 1 0 0 0 0 0 1 0 23:30 0 0 0 0 0 0 0 0 23:45 1 0 0 0 0 0 1 0 2 0 0 0 0 0 2 0 Count Total 83 112 1 3 10 22 94 137 Percent 88% 82% 1 % 2% 11 % 16% --- Appendix C VISTRO Analysis Results Sustainable Traffic Solutions, Inc. Kersey Mine Traffic Impact Study Colorado Sand Company II , LLC Weld County, Colorado October 4 , 2024 Year 2024 Traffic Volumes Generated with PTV VISTRO Scenario 2 : 2 2024 AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Kersey Mine TIS Vistro File : C :\. . .\AM .vistro Scenario 2 2024 AM Report File : C :\. . .\2024 AM . pdf 10/2/2024 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 SH 392 / WCR 67 Two-way stop Edition HCM 7th NB Left 0 . 003 10 . 9 B 2 WCR 68 / WCR 67 Two-way stopHCM 7th Edition SB Left 0 . 006 9 . 2 A 3 WCR 68 / Site Access Two-way stopHCM 7th Edition NB Left 0 . 021 9 . 9 A V/C , Delay, LOS : For two-way stop , these values are taken from the movement with the worst (highest) delay value . For all other control types , they are taken for the whole intersection . 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 2 : 2 2024 AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Level Of Service Report Intersection 1 : SH 392 / WCR 67 Control Type: Two-way stop Delay (sec / veh ): 10 .9 Analysis Method : HCM 7th Edition Level Of Service : B Analysis Period : 15 minutes Volume to Capacity (v/c): 0.003 Intersection Setup Name WCR 67 SH 392 SH 392 Approach Northbound Eastbound Westbound Lane Configurationir irk I Turning Movement Left Thru Thru Right Left Thru Lane Width [ft] 12 .00 I 12.00 12 .00 12.00 12 .00 12. 00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] 100.0L 100.00 100.00 100.00 100.00 l00.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 Speed [mph] 30. 00 30.00 30. 00 Grade [%] 0.00 0.00 0.00 Crosswalk No No No Volumes Name WCR 67 SH 392 SH 392 Base Volume Input [veh/h] 1 11 141 0 5 80 Base Volume Adjustment Factor 1 .0000 I 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Heavy Vehicles Percentage p/o] 22 .00 22.00 32 .00 32.00 32 .00 32.00 Growth Factor 1 .0000 1 .0000 1 .0300 1 . 0000 1 .0000 1 . 0300 In-Process Volume [veh/h] 0 0 0 0 0 0 Site-Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 1 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 I 0 0 0 0 0 Total Hourly Volume [veh/h] 1 11 145 0 5 82 Peak Hour Factor 0 .4300 0.4300 0 .8400 0.8400 0 .6400 0.6400 Other Adjustment Factor 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Total 15-Minute Volume [veh/h] 1 6 43 0 2 32 Total Analysis Volume [veh/h] 2 26 173 0 8 128 Pedestrian Volume [ped/h] F -tic ,::-: --;0 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 2 : 2 2024 AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Settings Priority Scheme Stop Free Free Flared Lane No Storage Area [veh] Two-Stage Gap Acceptance No Number of Storage Spaces in Median 0 Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 0 .03 0.00 0.00 0.01 0.00 d_M , Delay for Movement [s/veh] 10 .85 9.54 0.00 I 0.00 7. 91 0 .00 Movement LOS B A A A A A 95th-Percentile Queue Length [veh/In] 0. 11 0 . 11 0. 00 n nn 0. 01 0 .01 95th-Percentile Queue Length [ft/In] 2.70 2 .70 0.00 0.00 0.33 0 .33 d_A, Approach Delay [s/veh] 9.64 0.00 0.47 Approach LOS A A A d_l , Intersection Delay [s/veh] 0 .99 Intersection LOS B 10/2/2024 Joseph L . Henderson, PE, PTOE ( n 1M)`J Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 2 : 2 2024 AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Level Of Service Report Intersection 2: WCR 68 / WCR 67 Control Type: Two-way stop Delay (sec / veh ): 9 .2 Analysis Method : HCM 7th Edition Level Of Service : A Analysis Period : 15 minutes Volume to Capacity (v/c): 0.006 Intersection Setup Name Commercial Access WCR 67 WCR 68 WCR 68 Approach Northbound Southbound Eastbound Westbound Lane Configuration + + + + Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12 .00 12 .00 I 12 .00 12 .00 12 .00 12 .00 12 .00 12 .00 12 .00 12 .00 I 12 .00 12 .00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.0C 100.00 100.00 100.01 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] u .uu u .uu 0.00 0.00 u .u_ u .uu u .uu 0.00 u .uu u . uu Speed [mph] 30 .00 30 .00 30 .00 30 .00 Grade [%] 0 .00 0 .00 0 .00 0 .00 Crosswalk No No No No Volumes Name Commercial Access WCR 67 WCR 68 WCR 68 Base Volume Input [veh/h] 0 0 0 2 0 3 0 17 31 0 13 9 Base Volume Adjustment Factor 1 .0000 1 . 0000 11 . 0000 1 .0000 1 .0000 1 . 0000 1 . 0000 1 .0000 1 .0000 1 . 0000 11 . 0000 1 .0000 Heavy Vehicles Percentage P/0] 22 .00 22 .00 22 .00 22 .00 22 .00 22 .00 21 .00 21 .00 21 .00 21 .00 21 .00 21 .00 Growth Factor 1 .0000 1 .0000 1 . 0000 1 . 0000 1 .0000 1 .0000 1 . 0000 1 . 0000 1 .0000 1 .0000 1 . 0000 1 . 0000 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 1 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 I 0 0 0 0 0 0 0 0 I 0 0 Total Hourly Volume [veh/h] 0 0 0 2 0 3 0 17 31 0 13 9 Peak Hour Factor 0.8500 0.8500 0.8500 0.4200 0.4200 0.4200 0.7500 0.7500 0.7500 0.6900 0.6900 0.6900 Other Adjustment Factor 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Total 15-Minute Volume [veh/h] 0 0 0 1 0 2 0 6 10 0 5 3 Total Analysis Volume [veh/h] 0 0 0 5 0 7 0 23 41 0 19 13 Pedestrian Volume [ped/h] 0-- 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRQ Scenario 2 : 2 2024 AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Settings Priority Scheme Stop Stop Free Free Flared Lane No No Storage Area [veh] Two-Stage Gap Acceptance No No Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0 . 00 0 .00 0.00 0 . 01 0 . 00 0 .01 0 .00 0.00 0.00 0 .00 0.00 O 00 d_M , Delay for Movement [s/veh] 8.70 9 . 16 8.67 0 .00 2 .00 i.5. 0.00 u .uU Movement LOS A A A A A A A 95th-Percentile Queue Length [veh/In] J.L ._. 0 . 04 0 .04 0 . 00 0 .00 0 . 00 0 . 00 95th-Percentile Queue Length [ft/In] 0 .00 0 nn 0.00 0 . 97 0 .97 I 0 nn 0 .00 0 .00 0 .00 0 .00 d_A, Approach Delay [s/veh] 9. 16 8 .87 0 .00 0 . 00 Approach LOS n A A A d_l , Intersection Delay [s/veh] 0 .99 Intersection LOS A 10/2/2024 Joseph L . Henderson, PE, PTOE ( n 1M)`J Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 2 : 2 2024 AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Level Of Service Report Intersection 3: WCR 68 / Site Access Control Type: Two-way stop Delay (sec / veh ): 9 .9 Analysis Method : HCM 7th Edition Level Of Service : A Analysis Period : 15 minutes Volume to Capacity (v/c): 0.021 Intersection Setup Name Site Access WCR 68 WCR 68 Approach Northbound Eastbound Westbound Lane Configurationir irk I Turning Movement Left Right Thru Right Left Thru Lane Width [ft] 12 .00 I 12.00 12 .00 12.00 12 .00 12. 00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] 100.0L 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 Speed [mph] 30. 00 30.00 30. 00 Grade [%] 0.00 0.00 0.00 Crosswalk No No No Volumes Name Site Access WCR 68 WCR 68 Base Volume Input [veh/h] 10 5 24 22 1 11 Base Volume Adjustment Factor 1 .0000 I 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Heavy Vehicles Percentage P/0] 98 .00 98.00 21 .00 21 .00 21 .00 21 .00 Growth Factor 1 .0000 1 .0000 1 .0000 1 . 0000 1 .0000 1 . 0000 In-Process Volume [veh/h] 0 0 0 0 0 0 Site-Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 1 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 I 0 0 0 0 0 Total Hourly Volume [veh/h] 10 5 24 22 1 11 Peak Hour Factor 0 .6300 0.6300 0 .9600 0.9600 0 .7500 0.7500 Other Adjustment Factor 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Total 15-Minute Volume [veh/h] 4 2 6 6 0 4 Total Analysis Volume [veh/h] 16 8 25 23 1 15 Pedestrian Volume [ped/h] F -tic r::-: --;0 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 2 : 2 2024 AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Settings Priority Scheme Stop Free Free Flared Lane No Storage Area [veh] Two-Stage Gap Acceptance No Number of Storage Spaces in Median U Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.02 0 .01 0. 00 I 0 .00 0.00 0 .00 d_M , Delay for Movement [s/veh] 9.88 9.55 0.00 0 .00 7.49 0 .00 Movement LOS A A A A A A 95th-Percentile Queue Length [veh/In] 0. 10 0 . 10 0. 00 0 .00 0.00 0 .00 95th-Percentile Queue Length [ft/In] 2.38 2 .38 0.00 0 .00 0.04 0 .04 d_A, Approach Delay [s/veh] 9.77 0.00 0.47 Approach LOS A A A d_l , Intersection Delay [s/veh] 2 .75 Intersection LOS A .. 1 10/2/2024 Joseph L . Henderson, PE, PTOE (� - Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 2 : 2 2024 PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Kersey Mine TIS Vistro File : C :\. . .\PM .vistro Scenario 2 2024 PM Report File : C :\. . .\2024 PM . pdf 10/2/2024 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 SH 392 / WCR 67 Two-way stop Edition HCM 7th NB Left 0 . 003 10 . 6 B 2 WCR 68 / WCR 67 Two-way stopHCM 7th Edition NB Left 0 . 002 9 . 1 A 3 WCR 68 / Site Access Two-way stopHCM 7th Edition NB Left 0 . 044 9 . 9 A V/C , Delay, LOS : For two-way stop , these values are taken from the movement with the worst (highest) delay value . For all other control types , they are taken for the whole intersection . 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 2 : 2 2024 PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Level Of Service Report Intersection 1 : SH 392 / WCR 67 Control Type: Two-way stop Delay (sec / veh ): 10 .6 Analysis Method : HCM 7th Edition Level Of Service : B Analysis Period : 15 minutes Volume to Capacity (v/c): 0.003 Intersection Setup Name WCR 67 SH 392 SH 392 Approach Northbound Eastbound Westbound Lane Configurationir irk I Turning Movement Left Thru Thru Right Left Thru Lane Width [ft] 12 .00 I 12.00 12 .00 12.00 12 .00 12. 00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] 100.0L 100.00 100.00 100.00 100.00 l00.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 Speed [mph] 30. 00 30.00 30. 00 Grade [%] 0.00 0.00 0.00 Crosswalk No No No Volumes Name WCR 67 SH 392 SH 392 Base Volume Input [veh/h] 1 1 81 0 2 162 Base Volume Adjustment Factor 1 .0000 I 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Heavy Vehicles Percentage p/o] 22 .00 22.00 32 .00 32.00 32 .00 32.00 Growth Factor 1 .0000 1 .0000 1 .0300 1 . 0000 1 .0000 1 . 0300 In-Process Volume [veh/h] 0 0 0 0 0 0 Site-Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 1 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 I 0 0 0 0 0 Total Hourly Volume [veh/h] 1 1 83 0 2 167 Peak Hour Factor 0 .5000 0.5000 0 .8400 0.8400 0 .8200 0.8200 Other Adjustment Factor 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Total 15-Minute Volume [veh/h] 1 1 25 0 1 51 Total Analysis Volume [veh/h] 2 2 99 0 2 204 Pedestrian Volume [ped/h] F -tic ,::-: --;0 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 2 : 2 2024 PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Settings Priority Scheme Stop Free Free Flared Lane No Storage Area [veh] Two-Stage Gap Acceptance No Number of Storage Spaces in Median 0 Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 0 .00 0.00 0.00 0.00 0.00 d_M , Delay for Movement [s/veh] 10 .61 9.00 0.00 I 0.00 7.72 0 .00 Movement LOS B A A A A A 95th-Percentile Queue Length [veh/In] 0.02 0 .02 0. 00 1/4) . , ,_, 0.00 0 .00 95th-Percentile Queue Length [ft/In] 0.40 0 .40 0.00 0.00 0.08 0 .08 d_A, Approach Delay [s/veh] 9.81 0.00 0.07 Approach LOS A A A d_I , Intersection Delay [s/veh] 0 . 18 Intersection LOS B 10/2/2024 Joseph L . Henderson, PE, PTOE ( n 1M)`J Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 2 : 2 2024 PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Level Of Service Report Intersection 2: WCR 68 / WCR 67 Control Type: Two-way stop Delay (sec / veh ): 9 . 1 Analysis Method : HCM 7th Edition Level Of Service : A Analysis Period : 15 minutes Volume to Capacity (v/c): 0.002 Intersection Setup Name Commercial Access WCR 67 WCR 68 WCR 68 Approach Northbound Southbound Eastbound Westbound Lane Configuration + + + + Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12 .00 12 .00 I 12 .00 12 .00 12 .00 12 .00 12 .00 12 .00 12 .00 12 .00 I 12 .00 12 .00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.0C 100.00 100.00 100.01 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] u .uu u .uu 0.00 0.00 u .u_ u .uu u .uu 0.00 u .uu u . uu Speed [mph] 30 .00 30 .00 30 .00 30 .00 Grade [%] 0 .00 0 .00 0 .00 0 .00 Crosswalk No No No No Volumes Name Commercial Access WCR 67 WCR 68 WCR 68 Base Volume Input [veh/h] 2 0 0 1 0 1 0 25 2 0 16 1 Base Volume Adjustment Factor 1 .0000 1 . 0000 11 . 0000 1 .0000 1 .0000 1 . 0000 1 . 0000 1 .0000 1 .0000 1 . 0000 11 . 0000 1 .0000 Heavy Vehicles Percentage P/0] 22 .00 22 .00 22 .00 22 .00 22 .00 22 .00 21 .00 21 .00 21 .00 21 .00 21 .00 21 .00 Growth Factor 1 .0000 1 .0000 1 . 0000 1 . 0000 1 .0000 1 .0000 1 . 0000 1 . 0000 1 .0000 1 .0000 1 . 0000 1 . 0000 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 1 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 I 0 0 0 0 0 0 0 0 I 0 0 Total Hourly Volume [veh/h] 2 0 0 1 0 1 0 25 2 0 16 1 Peak Hour Factor 0.8500 0.8500 0.8500 0.5000 0.5000 0.5000 0.8400 0.8400 0.8400 0.6100 0.6100 0.6100 Other Adjustment Factor 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Total 15-Minute Volume [veh/h] 1 0 0 1 0 1 0 7 1 0 7 0 Total Analysis Volume [veh/h] 2 0 0 2 0 2 0 30 2 0 26 2 Pedestrian Volume [ped/h] 0-- 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRQ Scenario 2 : 2 2024 PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Settings Priority Scheme Stop Stop Free Free Flared Lane No No Storage Area [veh] Two-Stage Gap Acceptance No No Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0 . 00 0 .00 0 .00 0 . 00 0 . 00 0 .00 0 .00 0.00 0.00 0 .00 0.00 O 00 d_M , Delay for Movement [s/veh] 9.06 9 .06 8.64 0 .00 2 .00 i .4t 0.00 0 .00 Movement LOS A A A A A A A 95th-Percentile Queue Length [veh/In] 0 .01 0 . 01 0 .01 0 . 00 0 .00 0 . 00 0 . 00 95th-Percentile Queue Length [ft/In] 0 . 17 0 .32 0 .32 0 nn 0 .00 0 .00 0 .00 0 .00 d_A, Approach Delay [s/veh] 9.06 8 .85 0 .00 0 . 00 Approach LOS A A A A d_I , Intersection Delay [s/veh] 0 .81 Intersection LOS A 10/2/2024 Joseph L . Henderson, PE, PTOE ( n_1M`J Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 2 : 2 2024 PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Level Of Service Report Intersection 3: WCR 68 / Site Access Control Type: Two-way stop Delay (sec / veh ): 9 .9 Analysis Method : HCM 7th Edition Level Of Service : A Analysis Period : 15 minutes Volume to Capacity (v/c): 0.044 Intersection Setup Name Site Access WCR 68 WCR 68 Approach Northbound Eastbound Westbound Lane Configurationir irk I Turning Movement Left Right Thru Right Left Thru Lane Width [ft] 12 .00 I 12.00 12 .00 12.00 12 .00 12. 00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] 100.0L 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 Speed [mph] 30. 00 30.00 30. 00 Grade [%] 0.00 0.00 0.00 Crosswalk No No No Volumes Name Site Access WCR 68 WCR 68 Base Volume Input [veh/h] 15 1 12 0 0 16 Base Volume Adjustment Factor 1 .0000 I 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Heavy Vehicles Percentage P/0] 98 .00 98.00 21 .00 21 .00 21 .00 21 .00 Growth Factor 1 .0000 1 .0000 1 .0000 1 . 0000 1 .0000 1 . 0000 In-Process Volume [veh/h] 0 0 0 0 0 0 Site-Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 1 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 I 0 0 0 0 0 Total Hourly Volume [veh/h] 15 1 12 0 0 16 Peak Hour Factor 0 .4400 0.4400 0 .6000 0.6000 0 .8000 0.8000 Other Adjustment Factor 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Total 15-Minute Volume [veh/h] 9 1 5 0 0 5 Total Analysis Volume [veh/h] 34 2 20 0 0 20 Pedestrian Volume [ped/h] F -tic r::-: --;0 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 2 : 2 2024 PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Settings Priority Scheme Stop Free Free Flared Lane No Storage Area [veh] Two-Stage Gap Acceptance No Number of Storage Spaces in Median 0 Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.04 0 .00 0.00 0.00 0.00 0.00 d_M , Delay for Movement [s/veh] 9.87 9.53 0.00 I 0.00 7.4 0 .00 Movement LOS A A A A N A 95th-Percentile Queue Length [veh/In] 0. 15 0 . 15 0. 00 0.00 0 .00 95th-Percentile Queue Length [ft/In] 3.63 3 .63 0.00 0.00 n nr 0 .00 d_A, Approach Delay [s/veh] 9.85 0.00 0.00 Approach LOS A A A d_I , Intersection Delay [s/veh] 4 .66 Intersection LOS A .. 1 10/2/2024 Joseph L . Henderson, PE, PTOE (� - Sustainable Traffic Solutions, Inc. Year 2026 Traffic Volume Scenarios Generated with PTV VISTRO Scenario 3: 3 2026 Back AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Kersey Mine TIS Vistro File : C :1. . .1AM .vistro Scenario 3 2026 Back AM Report File : C :\. . .12026 Back AM . pdf 10/2/2024 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 S H 392 / WCR 67 Two-way stop Edition HCM 7th NB Left 0 . 003 11 . 1 B 2 WCR 68 / WCR 67 Two-way stopHCM 7th Edition SB Left 0 . 006 9 . 2 A 3 WCR 68 / Site Access Two-way stop Edition HCM 7th NB Left 0 . 021 9 . 9 A V/C , Delay, LOS : For two-way stop , these values are taken from the movement with the worst (highest) delay value . For all other control types , they are taken for the whole intersection . 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 3: 3 2026 Back AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Level Of Service Report Intersection 1 : SH 392 / WCR 67 Control Type: Two-way stop Delay (sec / veh ): 11 . 1 Analysis Method : HCM 7th Edition Level Of Service : B Analysis Period : 15 minutes Volume to Capacity (v/c): 0.003 Intersection Setup Name WCR 67 SH 392 SH 392 Approach Northbound Eastbound Westbound Lane Configurationir irk I Turning Movement Left Thru Thru Right Left Thru Lane Width [ft] 12 .00 I 12.00 12 .00 12.00 12 .00 12. 00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] 100.0L 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 Speed [mph] 30. 00 30.00 30. 00 Grade [%] 0.00 0.00 0.00 Crosswalk No No No Volumes Name WCR 67 SH 392 SH 392 Base Volume Input [veh/h] 1 11 141 0 5 80 Base Volume Adjustment Factor 1 .0000 I 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Heavy Vehicles Percentage p/o] 22 .00 22.00 32 .00 32.00 32 .00 32.00 Growth Factor 1 .0000 1 .0000 1 . 1100 1 . 0000 1 .0000 1 . 1100 In-Process Volume [veh/h] 0 0 0 0 0 0 Site-Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 1 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 I 0 0 0 0 0 Total Hourly Volume [veh/h] 1 11 157 0 5 89 Peak Hour Factor 0 .4300 0.4300 0 .8400 0.8400 0 .6400 0.6400 Other Adjustment Factor 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Total 15-Minute Volume [veh/h] 1 6 47 0 2 35 Total Analysis Volume [veh/h] 2 26 187 0 8 139 Pedestrian Volume [ped/h] F -tic r::-: --;0 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 3: 3 2026 Back AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Settings Priority Scheme Stop Free Free Flared Lane No Storage Area [veh] Two-Stage Gap Acceptance No Number of Storage Spaces in Median 0 Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 0 .03 0.00 0.00 0.01 0.00 d_M , Delay for Movement [s/veh] 11 .06 9.63 0.00 I 0.00 7. 95 0 .00 Movement LOS B A A A A A 95th-Percentile Queue Length [veh/In] 0. 11 0 . 11 0. 00 n nn 0. 01 0 .01 95th-Percentile Queue Length [ft/In] 2.76 2 .76 0.00 0.00 0.33 0 .33 d_A, Approach Delay [s/veh] 9.73 0.00 0.43 Approach LOS A A A d_l , Intersection Delay [s/veh] 0 .93 Intersection LOS B .. 1 10/2/2024 Joseph L . Henderson, PE, PTOE (� - Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 3: 3 2026 Back AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Level Of Service Report Intersection 2: WCR 68 / WCR 67 Control Type: Two-way stop Delay (sec / veh ): 9 .2 Analysis Method : HCM 7th Edition Level Of Service : A Analysis Period : 15 minutes Volume to Capacity (v/c): 0.006 Intersection Setup Name Commercial Access WCR 67 WCR 68 WCR 68 Approach Northbound Southbound Eastbound Westbound Lane Configuration + + + + Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12 .00 12 .00 I 12 .00 12 .00 12 .00 12 .00 12 .00 12 .00 12 .00 12 .00 I 12 .00 12 .00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.0C 100.00 100.00 100.01 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] u .uu u .uu 0.00 0.00 u .u_ u .uu u .uu 0.00 u .uu u . uu Speed [mph] 30 .00 30 .00 30 .00 30 .00 Grade [%] 0 .00 0 .00 0 .00 0 .00 Crosswalk No No No No Volumes Name Commercial Access WCR 67 WCR 68 WCR 68 Base Volume Input [veh/h] 0 0 0 2 0 3 0 17 31 0 13 9 Base Volume Adjustment Factor 1 .0000 1 . 0000 11 . 0000 1 .0000 1 .0000 1 . 0000 1 . 0000 1 .0000 1 .0000 1 . 0000 11 . 0000 1 .0000 Heavy Vehicles Percentage P/0] 22 .00 22 .00 22 .00 22 .00 22 .00 22 .00 21 .00 21 .00 21 .00 21 .00 21 .00 21 .00 Growth Factor 1 .0000 1 .0000 1 . 0000 1 . 0000 1 .0000 1 .0000 1 . 0000 1 . 0000 1 .0000 1 .0000 1 . 0000 1 . 0000 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 1 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 I 0 0 0 0 0 0 0 0 I 0 0 Total Hourly Volume [veh/h] 0 0 0 2 0 3 0 17 31 0 13 9 Peak Hour Factor 0.8500 0.8500 0.8500 0.4200 0.4200 0.4200 0.7500 0.7500 0.7500 0.6900 0.6900 0.6900 Other Adjustment Factor 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Total 15-Minute Volume [veh/h] 0 0 0 1 0 2 0 6 10 0 5 3 Total Analysis Volume [veh/h] 0 0 0 5 0 7 0 23 41 0 19 13 Pedestrian Volume [ped/h] 04: 6,)_,.t; 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRQ Scenario 3: 3 2026 Back AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Settings Priority Scheme Stop Stop Free Free Flared Lane No No Storage Area [veh] Two-Stage Gap Acceptance No No Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0 . 00 0 .00 0.00 0 . 01 0 . 00 0 .01 0 .00 0.00 0.00 0 .00 0.00 O 00 d_M , Delay for Movement [s/veh] 8.70 9 . 16 8.67 0 .00 2 .00 i.5. 0.00 u .uU Movement LOS A A A A A A A 95th-Percentile Queue Length [veh/In] J.L ._. 0 . 04 0 .04 0 . 00 0 .00 0 . 00 0 . 00 95th-Percentile Queue Length [ft/In] 0 .00 0 nn 0.00 0 . 97 0 .97 I 0 nn 0 .00 0 .00 0 .00 0 .00 d_A, Approach Delay [s/veh] 9. 16 8 .87 0 .00 0 . 00 Approach LOS n A A A d_l , Intersection Delay [s/veh] 0 .99 Intersection LOS A 10/2/2024 Joseph L . Henderson, PE, PTOE ( n 1M)`J Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 3: 3 2026 Back AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Level Of Service Report Intersection 3: WCR 68 / Site Access Control Type: Two-way stop Delay (sec / veh ): 9 .9 Analysis Method : HCM 7th Edition Level Of Service : A Analysis Period : 15 minutes Volume to Capacity (v/c): 0.021 Intersection Setup Name Site Access WCR 68 WCR 68 Approach Northbound Eastbound Westbound Lane Configurationir irk I Turning Movement Left Right Thru Right Left Thru Lane Width [ft] 12 .00 I 12.00 12 .00 12.00 12 .00 12. 00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] 100.0L 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 Speed [mph] 30. 00 30.00 30. 00 Grade [%] 0.00 0.00 0.00 Crosswalk No No No Volumes Name Site Access WCR 68 WCR 68 Base Volume Input [veh/h] 10 5 24 22 1 11 Base Volume Adjustment Factor 1 .0000 I 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Heavy Vehicles Percentage P/0] 98 .00 98.00 21 .00 21 .00 21 .00 21 .00 Growth Factor 1 .0000 1 .0000 1 .0000 1 . 0000 1 .0000 1 . 0000 In-Process Volume [veh/h] 0 0 0 0 0 0 Site-Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 1 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 I 0 0 0 0 0 Total Hourly Volume [veh/h] 10 5 24 22 1 11 Peak Hour Factor 0 .6300 0.6300 0 .9600 0.9600 0 .7500 0.7500 Other Adjustment Factor 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Total 15-Minute Volume [veh/h] 4 2 6 6 0 4 Total Analysis Volume [veh/h] 16 8 25 23 1 15 Pedestrian Volume [ped/h] F -tic r::-: --;0 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 3: 3 2026 Back AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Settings Priority Scheme Stop Free Free Flared Lane No Storage Area [veh] Two-Stage Gap Acceptance No Number of Storage Spaces in Median U Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.02 0 .01 0. 00 I 0 .00 0.00 0 .00 d_M , Delay for Movement [s/veh] 9.88 9.55 0.00 0 .00 7.49 0 .00 Movement LOS A A A A A A 95th-Percentile Queue Length [veh/In] 0. 10 0 . 10 0. 00 0 .00 0.00 0 .00 95th-Percentile Queue Length [ft/In] 2.38 2 .38 0.00 0 .00 0.04 0 .04 d_A, Approach Delay [s/veh] 9.77 0.00 0.47 Approach LOS A A A d_l , Intersection Delay [s/veh] 2 .75 Intersection LOS A .. 1 10/2/2024 Joseph L . Henderson, PE, PTOE (� - Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 3: 3 2026 Back PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Kersey Mine TIS Vistro File : C :1. . .1PM .vistro Scenario 3 2026 Back PM Report File : C :\. . .12026 Back PM . pdf 10/2/2024 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 SH 392 / WCR 67 Two-way stop Edition HCM 7th NB Left 0 . 003 10 . 8 B 2 WCR 68 / WCR 67 Two-way stopHCM 7th Edition NB Left 0 . 002 9 . 1 A 3 WCR 68 / Site Access Two-way stopHCM 7th Edition NB Left 0 . 044 9 . 9 A V/C , Delay, LOS : For two-way stop , these values are taken from the movement with the worst (highest) delay value . For all other control types , they are taken for the whole intersection . 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 3: 3 2026 Back PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Level Of Service Report Intersection 1 : SH 392 / WCR 67 Control Type: Two-way stop Delay (sec / veh ): 10 .8 Analysis Method : HCM 7th Edition Level Of Service : B Analysis Period : 15 minutes Volume to Capacity (v/c): 0.003 Intersection Setup Name WCR 67 SH 392 SH 392 Approach Northbound Eastbound Westbound Lane Configurationir irk I Turning Movement Left Thru Thru Right Left Thru Lane Width [ft] 12 .00 I 12.00 12 .00 12.00 12 .00 12. 00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] 100.0L 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 Speed [mph] 30. 00 30.00 30. 00 Grade [%] 0.00 0.00 0.00 Crosswalk No No No Volumes Name WCR 67 SH 392 SH 392 Base Volume Input [veh/h] 1 1 81 0 2 162 Base Volume Adjustment Factor 1 .0000 I 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Heavy Vehicles Percentage p/o] 22 .00 22.00 32 .00 32.00 32 .00 32.00 Growth Factor 1 .0000 1 .0000 1 . 1100 1 . 0000 1 .0000 1 . 1100 In-Process Volume [veh/h] 0 0 0 0 0 0 Site-Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 1 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 I 0 0 0 0 0 Total Hourly Volume [veh/h] 1 1 90 0 2 180 Peak Hour Factor 0 .5000 0.5000 0 .8400 0.8400 0 .8200 0.8200 Other Adjustment Factor 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Total 15-Minute Volume [veh/h] 1 1 27 0 1 55 Total Analysis Volume [veh/h] 2 2 107 0 2 220 Pedestrian Volume [ped/h] F -tic r::-: --;0 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 3: 3 2026 Back PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Settings Priority Scheme Stop Free Free Flared Lane No Storage Area [veh] Two-Stage Gap Acceptance No Number of Storage Spaces in Median 0 Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 0 .00 0.00 0.00 0.00 0.00 d_M , Delay for Movement [s/veh] 10 .80 9.05 0.00 I 0.00 7.74 0 .00 Movement LOS B A A A A A 95th-Percentile Queue Length [veh/In] 0.02 0 .02 0. 00 n nn 0.00 0 .00 95th-Percentile Queue Length [ft/In] 0.41 0 .41 0.00 0.00 0.08 0 .08 d_A, Approach Delay [s/veh] 9.92 0.00 0.07 Approach LOS A A A d_I , Intersection Delay [s/veh] 0 . 17 Intersection LOS B .. 1 10/2/2024 Joseph L . Henderson, PE, PTOE (� - Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 3: 3 2026 Back PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Level Of Service Report Intersection 2: WCR 68 / WCR 67 Control Type: Two-way stop Delay (sec / veh ): 9 . 1 Analysis Method : HCM 7th Edition Level Of Service : A Analysis Period : 15 minutes Volume to Capacity (v/c): 0.002 Intersection Setup Name Commercial Access WCR 67 WCR 68 WCR 68 Approach Northbound Southbound Eastbound Westbound Lane Configuration + + + + Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12 .00 12 .00 I 12 .00 12 .00 12 .00 12 .00 12 .00 12 .00 12 .00 12 .00 I 12 .00 12 .00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.0C 100.00 100.00 100.01 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] u .uu u .uu 0.00 0.00 u .u_ u .uu u .uu 0.00 u .uu u . uu Speed [mph] 30 .00 30 .00 30 .00 30 .00 Grade [%] 0 .00 0 .00 0 .00 0 .00 Crosswalk No No No No Volumes Name Commercial Access WCR 67 WCR 68 WCR 68 Base Volume Input [veh/h] 2 0 0 1 0 1 0 25 2 0 16 1 Base Volume Adjustment Factor 1 .0000 1 . 0000 11 . 0000 1 .0000 1 .0000 1 . 0000 1 . 0000 1 .0000 1 .0000 1 . 0000 11 . 0000 1 .0000 Heavy Vehicles Percentage P/0] 22 .00 22 .00 22 .00 22 .00 22 .00 22 .00 21 .00 21 .00 21 .00 21 .00 21 .00 21 .00 Growth Factor 1 .0000 1 .0000 1 . 0000 1 . 0000 1 .0000 1 .0000 1 . 0000 1 . 0000 1 .0000 1 .0000 1 . 0000 1 . 0000 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 1 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 I 0 0 0 0 0 0 0 0 I 0 0 Total Hourly Volume [veh/h] 2 0 0 1 0 1 0 25 2 0 16 1 Peak Hour Factor 0.8500 0.8500 0.8500 0.5000 0.5000 0.5000 0.8400 0.8400 0.8400 0.6100 0.6100 0.6100 Other Adjustment Factor 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Total 15-Minute Volume [veh/h] 1 0 0 1 0 1 0 7 1 0 7 0 Total Analysis Volume [veh/h] 2 0 0 2 0 2 0 30 2 0 26 2 Pedestrian Volume [ped/h] 0-- 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRQ Scenario 3: 3 2026 Back PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Settings Priority Scheme Stop Stop Free Free Flared Lane No No Storage Area [veh] Two-Stage Gap Acceptance No No Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0 . 00 0 .00 0 .00 0 . 00 0 . 00 0 .00 0 .00 0.00 0.00 0 .00 0.00 O 00 d_M , Delay for Movement [s/veh] 9.06 9 .06 8.64 0 .00 2 .00 i .4t 0.00 0 .00 Movement LOS A A A A A A A 95th-Percentile Queue Length [veh/In] 0 .01 0 . 01 0 .01 0 . 00 0 .00 0 . 00 0 . 00 95th-Percentile Queue Length [ft/In] 0 . 17 0 .32 0 .32 0 nn 0 .00 0 .00 0 .00 0 .00 d_A, Approach Delay [s/veh] 9.06 8 .85 0 .00 0 . 00 Approach LOS A A A A d_I , Intersection Delay [s/veh] 0 .81 Intersection LOS A 10/2/2024 Joseph L . Henderson, PE, PTOE ( n_1M`J Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 3: 3 2026 Back PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Level Of Service Report Intersection 3: WCR 68 / Site Access Control Type: Two-way stop Delay (sec / veh ): 9 .9 Analysis Method : HCM 7th Edition Level Of Service : A Analysis Period : 15 minutes Volume to Capacity (v/c): 0.044 Intersection Setup Name Site Access WCR 68 WCR 68 Approach Northbound Eastbound Westbound Lane Configurationir irk I Turning Movement Left Right Thru Right Left Thru Lane Width [ft] 12 .00 I 12.00 12 .00 12.00 12 .00 12. 00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] 100.0L 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 Speed [mph] 30. 00 30.00 30. 00 Grade [%] 0.00 0.00 0.00 Crosswalk No No No Volumes Name Site Access WCR 68 WCR 68 Base Volume Input [veh/h] 15 1 12 0 0 16 Base Volume Adjustment Factor 1 .0000 I 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Heavy Vehicles Percentage P/0] 98 .00 98.00 21 .00 21 .00 21 .00 21 .00 Growth Factor 1 .0000 1 .0000 1 .0000 1 . 0000 1 .0000 1 . 0000 In-Process Volume [veh/h] 0 0 0 0 0 0 Site-Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 1 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 I 0 0 0 0 0 Total Hourly Volume [veh/h] 15 1 12 0 0 16 Peak Hour Factor 0 .4400 0.4400 0 .6000 0.6000 0 .8000 0.8000 Other Adjustment Factor 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Total 15-Minute Volume [veh/h] 9 1 5 0 0 5 Total Analysis Volume [veh/h] 34 2 20 0 0 20 Pedestrian Volume [ped/h] F -tic r::-: --;0 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 3: 3 2026 Back PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Settings Priority Scheme Stop Free Free Flared Lane No Storage Area [veh] Two-Stage Gap Acceptance No Number of Storage Spaces in Median 0 Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.04 0 .00 0.00 0.00 0.00 0.00 d_M , Delay for Movement [s/veh] 9.87 9.53 0.00 I 0.00 7.4 0 .00 Movement LOS A A A A N A 95th-Percentile Queue Length [veh/In] 0. 15 0 . 15 0. 00 0.00 0 .00 95th-Percentile Queue Length [ft/In] 3.63 3 .63 0.00 0.00 n nr 0 .00 d_A, Approach Delay [s/veh] 9.85 0.00 0.00 Approach LOS A A A d_I , Intersection Delay [s/veh] 4 .66 Intersection LOS A .. 1 10/2/2024 Joseph L . Henderson, PE, PTOE (e - Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 4: 4 2026 Total AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Kersey Mine TIS Vistro File : C :1. . .1AM .vistro Scenario 4 2026 Total AM Report File : C :\. . .12026 Total AM . pdf 10/2/2024 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 SH 392 / WCR 67 Two-way stop Edition HCM 7th NB Left 0 . 034 12 . 9 B 2 WCR 68 / WCR 67 Two-way stopHCM 7th Edition SB Left 0 . 064 10 . 0 A 3 WCR 68 / Site Access Two-way stopHCM 7th Edition NB Left 0 . 151 10 . 5 B V/C , Delay, LOS : For two-way stop , these values are taken from the movement with the worst (highest) delay value . For all other control types , they are taken for the whole intersection . 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 4: 4 2026 Total AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Level Of Service Report Intersection 1 : SH 392 / WCR 67 Control Type: Two-way stop Delay (sec / veh ): 12 .9 Analysis Method : HCM 7th Edition Level Of Service : B Analysis Period : 15 minutes Volume to Capacity (v/c): 0.034 Intersection Setup Name WCR 67 SH 392 SH 392 Approach Northbound Eastbound Westbound Lane Configuration isir irk i I Turning Movement Left Thru Thru Right Left Thru Lane Width [ft] 12 .00 I 12.00 12 .00 12.00 12 .00 12. 00 No. of Lanes in Entry Pocket 0 1 0 0 1 0 Entry Pocket Length [ft] 100.01 600.00 100.00 100.00 894.00 No. of Lanes in Exit Pocket 0 0 0 0 0 1 Exit Pocket Length [ft] 0.00 0.00 0.00 1380 .00 Speed [mph] 30. 00 30.00 30. 00 Grade [%] 0.00 0.00 0.00 Crosswalk No No No Volumes Name WCR 67 SH 392 SH 392 Base Volume Input [veh/h] 1 11 141 0 5 80 Base Volume Adjustment Factor 1 .0000 I 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Heavy Vehicles Percentage P/0] 77 .00 77.00 45.00 45.00 45.00 45.00 Growth Factor 1 .0000 1 .0000 1 . 1100 1 . 0000 1 .0000 1 . 1100 In-Process Volume [veh/h] 0 0 0 0 0 0 Site-Generated Trips [veh/h] 6 58 0 2 17 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 1 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 I 0 0 0 0 0 Total Hourly Volume [veh/h] 7 69 157 2 22 89 Peak Hour Factor 0 .4300 0.4300 0 .8400 0.8400 0 .6400 0.6400 Other Adjustment Factor 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Total 15-Minute Volume [veh/h] 4 40 47 1 9 35 Total Analysis Volume [veh/h] 16 160 187 2 34 139 Pedestrian Volume [ped/h] F -tic r::-: --;0 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 4: 4 2026 Total AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Settings Priority Scheme Stop Free Free Flared Lane Storage Area [veh] Two-Stage Gap Acceptance No Number of Storage Spaces in Median U Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.03 0 .23 0. 00 I 0 .00 0.03 0 .00 d_M , Delay for Movement [s/veh] 12 .87 11 .73 0.00 0 .00 8. 18 0 .00 Movement LOS B B A A A A 95th-Percentile Queue Length [veh/In] 0. 10 0 .89 0. 00 0 .00 0.09 0 .00 95th-Percentile Queue Length [ft/In] 2.62 22. 17 0.00 0 .00 2.25 0 .00 d_A, Approach Delay [s/veh] 11 .84 0.00 1 .61 Approach LOS B A A d_l , Intersection Delay [s/veh] 4 .39 Intersection LOS B .. 1 10/2/2024 Joseph L . Henderson, PE, PTOE (� - Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 4: 4 2026 Total AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Level Of Service Report Intersection 2: WCR 68 / WCR 67 Control Type: Two-way stop Delay (sec / veh ): 10 .0 Analysis Method : HCM 7th Edition Level Of Service : A Analysis Period : 15 minutes Volume to Capacity (v/c): 0.064 Intersection Setup Name Commercial Access WCR 67 WCR 68 WCR 68 Approach Northbound Southbound Eastbound Westbound Lane Configuration + I h + ir Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12 .00 12 .00 I 12 .00 12 .00 12 .00 12 .00 12 .00 12 .00 12 .00 12 .00 I 12 .00 12 .00 No. of Lanes in Entry Pocket 0 0 1 0 0 0 0 1 Entry Pocket Length [ft] 100.00 100.01 700.00 100.01 100.00 600.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] u .uu u .uu 0.00 u . uu u .uu u .uu 0.00 u .uu u . uu Speed [mph] 30 .00 30 .00 30 .00 30 .00 Grade [%] 0 .00 0 .00 0 .00 0 .00 Crosswalk No No No No Volumes Name Commercial Access WCR 67 WCR 68 WCR 68 Base Volume Input [veh/h] 0 0 0 2 0 3 0 17 31 0 13 9 Base Volume Adjustment Factor 1 .0000 1 . 0000 11 . 0000 1 .0000 1 .0000 1 . 0000 1 . 0000 1 .0000 1 .0000 1 . 0000 11 . 0000 1 .0000 Heavy Vehicles Percentage P/0] 22 .00 22 .00 22 .00 77 .00 77 .00 77 .00 60 .00 60 .00 60 .00 21 .00 21 .00 21 .00 Growth Factor 1 .0000 1 .0000 1 . 0000 1 . 0000 1 .0000 1 .0000 1 . 0000 1 . 0000 1 .0000 1 .0000 1 . 0000 1 . 0000 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips [veh/h] 0 0 0 19 0 0 0 0 0 0 0 64 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 1 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 I 0 0 0 0 0 0 0 0 I 0 0 Total Hourly Volume [veh/h] 0 0 0 21 0 3 0 17 31 0 13 73 Peak Hour Factor 0.8500 0.8500 0.8500 0.4200 0.4200 0.4200 0.7500 0.7500 0.7500 0.6900 0.6900 0.6900 Other Adjustment Factor 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Total 15-Minute Volume [veh/h] 0 0 0 13 0 2 0 6 10 0 5 26 Total Analysis Volume [veh/h] 0 0 0 50 0 7 0 23 41 0 19 106 Pedestrian Volume [ped/h] 0-- 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 4: 4 2026 Total AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Settings Priority Scheme Stop Stop Free Free Flared Lane No No Storage Area [veh] Two-Stage Gap Acceptance No No Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0 . 00 0 .00 0.00 0.06 0.00 0 .01 0 .00 0.00 0.00 0 .00 0.00 0 . 00 d_M , Delay for Movement [s/veh] 8.70 9 .95 I 10.29 9 . 13 8.08 0 .00 2 .00 i.5. 0.00 u .uU Movement LOS A A B A A A A A A 95th-Percentile Queue Length [veh/In] J.G ._.: 0 . 21 0 .02 0 . 00 0 .00 0 . 00 0 . 00 95th-Percentile Queue Length [ft/In] 0 .00 0 nn 0.00 5. 15 0 .60 0 nn 0 .00 0 .00 0 .00 0 .00 d_A, Approach Delay [s/veh] 9.46 9.85 0 .00 0 . 00 Approach LOS n A A A d_I , Intersection Delay [s/veh] 2 .28 Intersection LOS A 10/2/2024 Joseph L . Henderson, PE, PTOE ( n_1M`J Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 4: 4 2026 Total AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Level Of Service Report Intersection 3: WCR 68 / Site Access Control Type: Two-way stop Delay (sec / veh ): 10 .5 Analysis Method : HCM 7th Edition Level Of Service : B Analysis Period : 15 minutes Volume to Capacity (v/c): 0. 151 Intersection Setup Name Site Access WCR 68 WCR 68 Approach Northbound Eastbound Westbound Lane Configuration r 1 Turning Movement Left Right Thru Right Left Thru Lane Width [ft] 12 .00 I 12.00 12 .00 12.00 12 .00 12. 00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 Entry Pocket Length [ft] 100.0L 100.00 100.00 600. 00 100.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 Speed [mph] 30. 00 30.00 30. 00 Grade [%] 0.00 0.00 0.00 Crosswalk No No No Volumes Name Site Access WCR 68 WCR 68 Base Volume Input [veh/h] 10 5 24 22 1 11 Base Volume Adjustment Factor 1 .0000 I 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Heavy Vehicles Percentage P/0] 98 .00 98.00 60 .00 60.00 21 .00 21 .00 Growth Factor 1 .0000 1 .0000 1 .0000 1 . 0000 1 .0000 1 . 0000 In-Process Volume [veh/h] 0 0 0 0 0 0 Site-Generated Trips [veh/h] 64 0 0 19 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 1 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 I 0 0 0 0 0 Total Hourly Volume [veh/h] 74 5 24 41 1 11 Peak Hour Factor 0 .6300 0.6300 0 .9600 0.9600 0 .7500 0.7500 Other Adjustment Factor 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Total 15-Minute Volume [veh/h] 29 2 6 11 0 4 Total Analysis Volume [veh/h] 117 8 25 43 1 15 Pedestrian Volume [ped/h] F -tic r::-: --;0 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 4: 4 2026 Total AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Settings Priority Scheme Stop Free Free Flared Lane No Storage Area [veh] Two-Stage Gap Acceptance No Number of Storage Spaces in Median U Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0. 15 0 .01 0. 00 I 0 .00 0.00 0 .00 d_M , Delay for Movement [s/veh] 10 .55 10.22 0.00 0 .00 7.54 0 .00 Movement LOS B B A A A A 95th-Percentile Queue Length [veh/In] 0.57 0 .57 0. 00 0 .00 0.00 0 .00 95th-Percentile Queue Length [ft/In] 14.30 14.30 0.00 0 .00 0.04 0 .04 d_A, Approach Delay [s/veh] 10.53 0.00 0.47 Approach LOS B A A d_l , Intersection Delay [s/veh] 6 .33 Intersection LOS B .. 1 10/2/2024 Joseph L . Henderson, PE, PTOE (� - Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 4: 4 2026 Total PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Kersey Mine TIS Vistro File : C :1. . .1PM .vistro Scenario 4 2026 Total PM Report File : C :\. . .12026 total PM . pdf 10/2/2024 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 SH 392 / WCR 67 Two-way stop Edition HCM 7th NB Left 0 . 020 14 . 0 B 2 WCR 68 / WCR 67 Two-way stopHCM 7th Edition SB Left 0 . 166 10 .5 B 3 WCR 68 / Site Access Two-way stopHCM 7th Edition NB Left 0 . 123 10 . 3 B V/C , Delay, LOS : For two-way stop , these values are taken from the movement with the worst (highest) delay value . For all other control types , they are taken for the whole intersection . 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 4: 4 2026 Total PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Level Of Service Report Intersection 1 : SH 392 / WCR 67 Control Type: Two-way stop Delay (sec / veh ): 14 .0 Analysis Method : HCM 7th Edition Level Of Service : B Analysis Period : 15 minutes Volume to Capacity (v/c): 0.020 Intersection Setup Name WCR 67 SH 392 SH 392 Approach Northbound Eastbound Westbound Lane Configuration isir irk i I Turning Movement Left Thru Thru Right Left Thru Lane Width [ft] 12 .00 I 12.00 12 .00 12.00 12 .00 12. 00 No. of Lanes in Entry Pocket 0 1 0 0 1 0 Entry Pocket Length [ft] 100.01 600.00 100.00 100.00 894.00 No. of Lanes in Exit Pocket 0 0 0 0 0 1 Exit Pocket Length [ft] 0.00 0.00 0.00 1380 .00 Speed [mph] 30. 00 30.00 30. 00 Grade [%] 0.00 0.00 0.00 Crosswalk No No No Volumes Name WCR 67 SH 392 SH 392 Base Volume Input [veh/h] 1 1 81 0 2 162 Base Volume Adjustment Factor 1 .0000 I 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Heavy Vehicles Percentage P/0] 77 .00 77.00 45.00 45.00 45.00 45.00 Growth Factor 1 .0000 1 .0000 1 . 1100 1 . 0000 1 .0000 1 . 1100 In-Process Volume [veh/h] 0 0 0 0 0 0 Site-Generated Trips [veh/h] 3 24 0 6 58 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 1 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 I 0 0 0 0 0 Total Hourly Volume [veh/h] 4 25 90 6 60 180 Peak Hour Factor 0 .5000 0.5000 0 .8400 0.8400 0 .8200 0.8200 Other Adjustment Factor 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Total 15-Minute Volume [veh/h] 2 13 27 2 18 55 Total Analysis Volume [veh/h] 8 50 107 7 73 220 Pedestrian Volume [ped/h] F -tic r::-: --;0 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 4: 4 2026 Total PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Settings Priority Scheme Stop Free Free Flared Lane Storage Area [veh] Two-Stage Gap Acceptance No Number of Storage Spaces in Median U Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.02 0 .06 0. 00 I 0 .00 0.06 0 .00 d_M , Delay for Movement [s/veh] 14 .01 9.98 0.00 0 .00 8.07 0 .00 Movement LOS B A A A A A 95th-Percentile Queue Length [veh/In] 0.06 0 .21 0. 00 0 .00 0. 19 0 .00 95th-Percentile Queue Length [ft/In] 1 .50 5. 17 0.00 0 .00 4.66 0 .00 d_A, Approach Delay [s/veh] 10.53 0.00 2.01 Approach LOS B A A d_l , Intersection Delay [s/veh] 2 .58 Intersection LOS B .. 1 10/2/2024 Joseph L . Henderson, PE, PTOE (� - Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 4: 4 2026 Total PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Level Of Service Report Intersection 2: WCR 68 / WCR 67 Control Type: Two-way stop Delay (sec / veh ): 10 .5 Analysis Method : HCM 7th Edition Level Of Service : B Analysis Period : 15 minutes Volume to Capacity (v/c): 0. 166 Intersection Setup Name Commercial Access WCR 67 WCR 68 WCR 68 Approach Northbound Southbound Eastbound Westbound Lane Configuration + I h + ir Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12 .00 12 .00 I 12 .00 12 .00 12 .00 12 .00 12 .00 12 .00 12 .00 12 .00 I 12 .00 12 .00 No. of Lanes in Entry Pocket 0 0 1 0 0 0 0 1 Entry Pocket Length [ft] 100.00 100.01 700.00 100.01 100.00 600.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] u .uu u .uu 0.00 u . uu u .uu u .uu 0.00 u .uu u . uu Speed [mph] 30 .00 30 .00 30 .00 30 .00 Grade [%] 0 .00 0 .00 0 .00 0 .00 Crosswalk No No No No Volumes Name Commercial Access WCR 67 WCR 68 WCR 68 Base Volume Input [veh/h] 2 0 0 1 0 1 0 25 2 0 16 1 Base Volume Adjustment Factor 1 .0000 1 . 0000 11 . 0000 1 .0000 1 .0000 1 . 0000 1 . 0000 1 .0000 1 .0000 1 . 0000 11 . 0000 1 .0000 Heavy Vehicles Percentage P/0] 22 .00 22 .00 22 .00 77 .00 77 .00 77 .00 60 .00 60 .00 60 .00 21 .00 21 .00 21 .00 Growth Factor 1 .0000 1 .0000 1 . 0000 1 . 0000 1 .0000 1 .0000 1 . 0000 1 . 0000 1 .0000 1 .0000 1 . 0000 1 . 0000 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips [veh/h] 0 0 0 64 0 0 0 0 0 0 0 27 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 1 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 I 0 0 0 0 0 0 0 0 I 0 0 Total Hourly Volume [veh/h] 2 0 0 65 0 1 0 25 2 0 16 28 Peak Hour Factor 0.8500 0.8500 0.8500 0.5000 0.5000 0.5000 0.8400 0.8400 0.8400 0.6100 0.6100 0.6100 Other Adjustment Factor 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Total 15-Minute Volume [veh/h] 1 0 0 33 0 1 0 7 1 0 7 11 Total Analysis Volume [veh/h] 2 0 0 130 0 2 0 30 2 0 26 46 Pedestrian Volume [ped/h] 04: 6,_,.t; 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRQ Scenario 4: 4 2026 Total PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Settings Priority Scheme Stop Stop Free Free Flared Lane No No Storage Area [veh] Two-Stage Gap Acceptance No No Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0 . 00 0 .00 0 .00 0 . 17 0 . 00 0 .00 0 .00 0.00 0.00 0 .00 0.00 O 00 d_M , Delay for Movement [s/veh] 9.20 10 .51 9 . 15 7 .93 0 .00 x .00 i .4t 0.00 0 .00 Movement LOS A B A A A A A A 95th-Percentile Queue Length [veh/In] 0 .01 0 . 59 0 .01 0 . 00 0 .00 0 . 00 0 . 00 95th-Percentile Queue Length [ft/In] 0 . 18 14 .81 0 . 17 0 nn 0 .00 0 .00 0 .00 0 .00 d_A, Approach Delay [s/veh] 9.20 10 .49 0 .00 0 . 00 Approach LOS A B A A d_l , Intersection Delay [s/veh] 5.89 Intersection LOS B 10/2/2024 Joseph L . Henderson, PE, PTOE ( n_1M`J Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 4: 4 2026 Total PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Level Of Service Report Intersection 3: WCR 68 / Site Access Control Type: Two-way stop Delay (sec / veh ): 10 .3 Analysis Method : HCM 7th Edition Level Of Service : B Analysis Period : 15 minutes Volume to Capacity (v/c): 0. 123 Intersection Setup Name Site Access WCR 68 WCR 68 Approach Northbound Eastbound Westbound Lane Configuration r 1 Turning Movement Left Right Thru Right Left Thru Lane Width [ft] 12 .00 I 12.00 12 .00 12.00 12 .00 12. 00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 Entry Pocket Length [ft] 100.0L 100.00 100.00 600. 00 100.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 Speed [mph] 30. 00 30.00 30. 00 Grade [%] 0.00 0.00 0.00 Crosswalk No No No Volumes Name Site Access WCR 68 WCR 68 Base Volume Input [veh/h] 15 1 12 0 0 16 Base Volume Adjustment Factor 1 .0000 I 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Heavy Vehicles Percentage P/0] 98 .00 98.00 60 .00 60.00 21 .00 21 .00 Growth Factor 1 .0000 1 .0000 1 .0000 1 . 0000 1 .0000 1 . 0000 In-Process Volume [veh/h] 0 0 0 0 0 0 Site-Generated Trips [veh/h] 27 0 0 64 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 1 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 I 0 0 0 0 0 Total Hourly Volume [veh/h] 42 1 12 64 0 16 Peak Hour Factor 0 .4400 0.4400 0 .6000 0.6000 0 .8000 0.8000 Other Adjustment Factor 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Total 15-Minute Volume [veh/h] 24 1 5 27 0 5 Total Analysis Volume [veh/h] 95 2 20 107 0 20 Pedestrian Volume [ped/h] F -tic r::-: --;0 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 4: 4 2026 Total PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Settings Priority Scheme Stop Free Free Flared Lane No Storage Area [veh] Two-Stage Gap Acceptance No Number of Storage Spaces in Median U Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0. 12 0 .00 0. 00 I 0 .00 0.00 0 .00 d_M , Delay for Movement [s/veh] 10 .30 9.96 0.00 0 .00 7. 67 0 .00 Movement LOS B A A A A 95th-Percentile Queue Length [veh/In] 0.43 0 .43 0. 00 0 .00 0 .00 95th-Percentile Queue Length [ft/In] 10 .65 10.65 0.00 0 .00 0 .00 d_A, Approach Delay [s/veh] 10. 30 0.00 0.00 Approach LOS B A A d_l , Intersection Delay [s/veh] 4 . 09 Intersection LOS B 10/2/2024 Joseph L . Henderson, PE, PTOE (6tit..-; Sustainable Traffic Solutions, Inc. Year 2046 Traffic Volume Scenarios Generated with PTV VISTRO Scenario 5: 5 2046 Back AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Kersey Mine TIS Vistro File : C :1. . .1AM .vistro Scenario 5 2046 Back AM Report File : C :\. . .12046 Back AM . pdf 10/2/2024 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 SH 392 / WCR 67 Two-way stop Edition HCM 7th NB Left 0 . 004 13 .2 B 2 WCR 68 / WCR 67 Two-way stopHCM 7th Edition SB Left 0 . 006 9 . 2 A 3 WCR 68 / Site Access Two-way stop Edition HCM 7th NB Left 0 . 021 9 . 9 A V/C , Delay, LOS : For two-way stop , these values are taken from the movement with the worst (highest) delay value . For all other control types , they are taken for the whole intersection . 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 5: 5 2046 Back AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Level Of Service Report Intersection 1 : SH 392 / WCR 67 Control Type: Two-way stop Delay (sec / veh ): 13 .2 Analysis Method : HCM 7th Edition Level Of Service : B Analysis Period : 15 minutes Volume to Capacity (v/c): 0.004 Intersection Setup Name WCR 67 SH 392 SH 392 Approach Northbound Eastbound Westbound Lane Configurationir irk I Turning Movement Left Thru Thru Right Left Thru Lane Width [ft] 12 .00 I 12.00 12 .00 12.00 12 .00 12. 00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] 100.0L 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 Speed [mph] 30. 00 30.00 30. 00 Grade [%] 0.00 0.00 0.00 Crosswalk No No No Volumes Name WCR 67 SH 392 SH 392 Base Volume Input [veh/h] 1 11 141 0 5 80 Base Volume Adjustment Factor 1 .0000 I 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Heavy Vehicles Percentage p/o] 22 .00 22.00 32 .00 32.00 32 .00 32.00 Growth Factor 1 .0000 1 .0000 1 .8700 1 . 0000 1 .0000 1 . 8700 In-Process Volume [veh/h] 0 0 0 0 0 0 Site-Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 1 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 I 0 0 0 0 0 Total Hourly Volume [veh/h] 1 11 264 0 5 150 Peak Hour Factor 0 .4300 0.4300 0 .8400 0.8400 0 .6400 0.6400 Other Adjustment Factor 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Total 15-Minute Volume [veh/h] 1 6 79 0 2 59 Total Analysis Volume [veh/h] 2 26 314 0 8 234 Pedestrian Volume [ped/h] F -tic r::-: --;0 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 5: 5 2046 Back AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Settings Priority Scheme Stop Free Free Flared Lane No Storage Area [veh] Two-Stage Gap Acceptance No Number of Storage Spaces in Median 0 Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 0 .04 0.00 0.00 0.01 I 0.00 d_M , Delay for Movement [s/veh] 13 .23 10.52 0.00 I 0.00 8.30 0 .00 Movement LOS B B A A A A 95th-Percentile Queue Length [veh/In] 0. 13 0 . 13 0. 00 n nn 0. 01 0 .01 95th-Percentile Queue Length [ft/In] 3.33 3 .33 0.00 0.00 0.33 0 .33 d_A, Approach Delay [s/veh] 10.71 0.00 0.27 Approach LOS B A A d_l , Intersection Delay [s/veh] 0 .63 Intersection LOS B .. 1 10/2/2024 Joseph L . Henderson, PE, PTOE (� - Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 5: 5 2046 Back AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Level Of Service Report Intersection 2: WCR 68 / WCR 67 Control Type: Two-way stop Delay (sec / veh ): 9 .2 Analysis Method : HCM 7th Edition Level Of Service : A Analysis Period : 15 minutes Volume to Capacity (v/c): 0.006 Intersection Setup Name Commercial Access WCR 67 WCR 68 WCR 68 Approach Northbound Southbound Eastbound Westbound Lane Configuration + + + + Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12 .00 12 .00 I 12 .00 12 .00 12 .00 12 .00 12 .00 12 .00 12 .00 12 .00 I 12 .00 12 .00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.0C 100.00 100.00 100.01 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] u .uu u .uu 0.00 0.00 u .u_ u .uu u .uu 0.00 u .uu u . uu Speed [mph] 30 .00 30 .00 30 .00 30 .00 Grade [%] 0 .00 0 .00 0 .00 0 .00 Crosswalk No No No No Volumes Name Commercial Access WCR 67 WCR 68 WCR 68 Base Volume Input [veh/h] 0 0 0 2 0 3 0 17 31 0 13 9 Base Volume Adjustment Factor 1 .0000 1 . 0000 11 . 0000 1 .0000 1 .0000 1 . 0000 1 . 0000 1 .0000 1 .0000 1 . 0000 11 . 0000 1 .0000 Heavy Vehicles Percentage P/0] 22 .00 22 .00 22 .00 22 .00 22 .00 22 .00 21 .00 21 .00 21 .00 21 .00 21 .00 21 .00 Growth Factor 1 .0000 1 .0000 1 . 0000 1 . 0000 1 .0000 1 .0000 1 . 0000 1 . 0000 1 .0000 1 .0000 1 . 0000 1 . 0000 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 1 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 I 0 0 0 0 0 0 0 0 I 0 0 Total Hourly Volume [veh/h] 0 0 0 2 0 3 0 17 31 0 13 9 Peak Hour Factor 0.8500 0.8500 0.8500 0.4200 0.4200 0.4200 0.7500 0.7500 0.7500 0.6900 0.6900 0.6900 Other Adjustment Factor 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Total 15-Minute Volume [veh/h] 0 0 0 1 0 2 0 6 10 0 5 3 Total Analysis Volume [veh/h] 0 0 0 5 0 7 0 23 41 0 19 13 Pedestrian Volume [ped/h] 04: 6,)_,.t; 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRQ Scenario 5: 5 2046 Back AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Settings Priority Scheme Stop Stop Free Free Flared Lane No No Storage Area [veh] Two-Stage Gap Acceptance No No Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0 . 00 0 .00 0.00 0 . 01 0 . 00 0 .01 0 .00 0.00 0.00 0 .00 0.00 O 00 d_M , Delay for Movement [s/veh] 8.70 9 . 16 8.67 0 .00 2 .00 i.5. 0.00 u .uU Movement LOS A A A A A A A 95th-Percentile Queue Length [veh/In] J.L ._. 0 . 04 0 .04 0 . 00 0 .00 0 . 00 0 . 00 95th-Percentile Queue Length [ft/In] 0 .00 0 nn 0.00 0 . 97 0 .97 I 0 nn 0 .00 0 .00 0 .00 0 .00 d_A, Approach Delay [s/veh] 9. 16 8 .87 0 .00 0 . 00 Approach LOS n A A A d_l , Intersection Delay [s/veh] 0 .99 Intersection LOS A 10/2/2024 Joseph L . Henderson, PE, PTOE ( n 1M)`J Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 5: 5 2046 Back AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Level Of Service Report Intersection 3: WCR 68 / Site Access Control Type: Two-way stop Delay (sec / veh ): 9 .9 Analysis Method : HCM 7th Edition Level Of Service : A Analysis Period : 15 minutes Volume to Capacity (v/c): 0.021 Intersection Setup Name Site Access WCR 68 WCR 68 Approach Northbound Eastbound Westbound Lane Configurationir irk I Turning Movement Left Right Thru Right Left Thru Lane Width [ft] 12 .00 I 12.00 12 .00 12.00 12 .00 12. 00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] 100.0L 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 Speed [mph] 30. 00 30.00 30. 00 Grade [%] 0.00 0.00 0.00 Crosswalk No No No Volumes Name Site Access WCR 68 WCR 68 Base Volume Input [veh/h] 10 5 24 22 1 11 Base Volume Adjustment Factor 1 .0000 I 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Heavy Vehicles Percentage P/0] 98 .00 98.00 21 .00 21 .00 21 .00 21 .00 Growth Factor 1 .0000 1 .0000 1 .0000 1 . 0000 1 .0000 1 . 0000 In-Process Volume [veh/h] 0 0 0 0 0 0 Site-Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 1 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 I 0 0 0 0 0 Total Hourly Volume [veh/h] 10 5 24 22 1 11 Peak Hour Factor 0 .6300 0.6300 0 .9600 0.9600 0 .7500 0.7500 Other Adjustment Factor 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Total 15-Minute Volume [veh/h] 4 2 6 6 0 4 Total Analysis Volume [veh/h] 16 8 25 23 1 15 Pedestrian Volume [ped/h] F -tic r::-: --;0 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 5: 5 2046 Back AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Settings Priority Scheme Stop Free Free Flared Lane No Storage Area [veh] Two-Stage Gap Acceptance No Number of Storage Spaces in Median U Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.02 0 .01 0. 00 I 0 .00 0.00 0 .00 d_M , Delay for Movement [s/veh] 9.88 9.55 0.00 0 .00 7.49 0 .00 Movement LOS A A A A A A 95th-Percentile Queue Length [veh/In] 0. 10 0 . 10 0. 00 0 .00 0.00 0 .00 95th-Percentile Queue Length [ft/In] 2.38 2 .38 0.00 0 .00 0.04 0 .04 d_A, Approach Delay [s/veh] 9.77 0.00 0.47 Approach LOS A A A d_l , Intersection Delay [s/veh] 2 .75 Intersection LOS A .. 1 10/2/2024 Joseph L . Henderson, PE, PTOE (� - Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 5: 5 2046 Back PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Kersey Mine TIS Vistro File : C :1. . .1PM .vistro Scenario 5 2046 Back PM Report File : C :\. . .12046 Back PM . pdf 10/2/2024 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 SH 392 / WCR 67 Two-way stop Edition HCM 7th NB Left 0 . 004 12 . 9 B 2 WCR 68 / WCR 67 Two-way stop Edition HCM 7th NB Left 0 . 002 9 . 1 A 3 WCR 68 / Site Access Two-way stop Edition HCM 7th NB Left 0 . 044 9 . 9 A V/C , Delay, LOS : For two-way stop , these values are taken from the movement with the worst (highest) delay value . For all other control types , they are taken for the whole intersection . 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 5: 5 2046 Back PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Level Of Service Report Intersection 1 : SH 392 / WCR 67 Control Type: Two-way stop Delay (sec / veh ): 12 .9 Analysis Method : HCM 7th Edition Level Of Service : B Analysis Period : 15 minutes Volume to Capacity (v/c): 0.004 Intersection Setup Name WCR 67 SH 392 SH 392 Approach Northbound Eastbound Westbound Lane Configurationir irk I Turning Movement Left Thru Thru Right Left Thru Lane Width [ft] 12 .00 I 12.00 12 .00 12.00 12 .00 12. 00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] 100.0L 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 Speed [mph] 30. 00 30.00 30. 00 Grade [%] 0.00 0.00 0.00 Crosswalk No No No Volumes Name WCR 67 SH 392 SH 392 Base Volume Input [veh/h] 1 1 81 0 2 162 Base Volume Adjustment Factor 1 .0000 I 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Heavy Vehicles Percentage p/o] 22 .00 22.00 32 .00 32.00 32 .00 32.00 Growth Factor 1 .0000 1 .0000 1 .8700 1 . 0000 1 .0000 1 . 8700 In-Process Volume [veh/h] 0 0 0 0 0 0 Site-Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 1 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 I 0 0 0 0 0 Total Hourly Volume [veh/h] 1 1 151 0 2 303 Peak Hour Factor 0 .5000 0.5000 0 .8400 0.8400 0 .8200 0.8200 Other Adjustment Factor 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Total 15-Minute Volume [veh/h] 1 1 45 0 1 92 Total Analysis Volume [veh/h] 2 2 180 0 2 370 Pedestrian Volume [ped/h] F -tic r::-: --;0 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 5: 5 2046 Back PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Settings Priority Scheme Stop Free Free Flared Lane No Storage Area [veh] Two-Stage Gap Acceptance No Number of Storage Spaces in Median 0 Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 0 .00 0.00 0.00 0.00 0.00 d_M , Delay for Movement [s/veh] 12 .87 9.47 0.00 I 0.00 7. 92 0 .00 Movement LOS B A A A A A 95th-Percentile Queue Length [veh/In] 0.02 0 .02 0. 00 n nn 0.00 0 .00 95th-Percentile Queue Length [ft/In] 0.51 0 .51 0.00 0.00 0.08 0 .08 d_A, Approach Delay [s/veh] 11 . 17 0.00 0.04 Approach LOS B A A d_I , Intersection Delay [s/veh] 0 . 11 Intersection LOS B 10/2/2024 Joseph L . Henderson, PE, PTOE ( n 1M)`J Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 5: 5 2046 Back PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Level Of Service Report Intersection 2: WCR 68 / WCR 67 Control Type: Two-way stop Delay (sec / veh ): 9 . 1 Analysis Method : HCM 7th Edition Level Of Service : A Analysis Period : 15 minutes Volume to Capacity (v/c): 0.002 Intersection Setup Name Commercial Access WCR 67 WCR 68 WCR 68 Approach Northbound Southbound Eastbound Westbound Lane Configuration + + + + Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12 .00 12 .00 I 12 .00 12 .00 12 .00 12 .00 12 .00 12 .00 12 .00 12 .00 I 12 .00 12 .00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.0C 100.00 100.00 100.01 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] u .uu u .uu 0.00 0.00 u .u_ u .uu u .uu 0.00 u .uu u . uu Speed [mph] 30 .00 30 .00 30 .00 30 .00 Grade [%] 0 .00 0 .00 0 .00 0 .00 Crosswalk No No No No Volumes Name Commercial Access WCR 67 WCR 68 WCR 68 Base Volume Input [veh/h] 2 0 0 1 0 1 0 25 2 0 16 1 Base Volume Adjustment Factor 1 .0000 1 . 0000 11 . 0000 1 .0000 1 .0000 1 . 0000 1 . 0000 1 .0000 1 .0000 1 . 0000 11 . 0000 1 .0000 Heavy Vehicles Percentage P/0] 22 .00 22 .00 22 .00 22 .00 22 .00 22 .00 21 .00 21 .00 21 .00 21 .00 21 .00 21 .00 Growth Factor 1 .0000 1 .0000 1 . 0000 1 . 0000 1 .0000 1 .0000 1 . 0000 1 . 0000 1 .0000 1 .0000 1 . 0000 1 . 0000 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 1 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 I 0 0 0 0 0 0 0 0 I 0 0 Total Hourly Volume [veh/h] 2 0 0 1 0 1 0 25 2 0 16 1 Peak Hour Factor 0.8500 0.8500 0.8500 0.5000 0.5000 0.5000 0.8400 0.8400 0.8400 0.6100 0.6100 0.6100 Other Adjustment Factor 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Total 15-Minute Volume [veh/h] 1 0 0 1 0 1 0 7 1 0 7 0 Total Analysis Volume [veh/h] 2 0 0 2 0 2 0 30 2 0 26 2 Pedestrian Volume [ped/h] 0-- 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRQ Scenario 5: 5 2046 Back PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Settings Priority Scheme Stop Stop Free Free Flared Lane No No Storage Area [veh] Two-Stage Gap Acceptance No No Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0 . 00 0 .00 0 .00 0 . 00 0 . 00 0 .00 0 .00 0.00 0.00 0 .00 0.00 O 00 d_M , Delay for Movement [s/veh] 9.06 9 .06 8.64 0 .00 2 .00 i .4t 0.00 0 .00 Movement LOS A A A A A A A 95th-Percentile Queue Length [veh/In] 0 .01 0 . 01 0 .01 0 . 00 0 .00 0 . 00 0 . 00 95th-Percentile Queue Length [ft/In] 0 . 17 0 .32 0 .32 0 nn 0 .00 0 .00 0 .00 0 .00 d_A, Approach Delay [s/veh] 9.06 8 .85 0 .00 0 . 00 Approach LOS A A A A d_I , Intersection Delay [s/veh] 0 .81 Intersection LOS A 10/2/2024 Joseph L . Henderson, PE, PTOE ( n_1M`J Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 5: 5 2046 Back PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Level Of Service Report Intersection 3: WCR 68 / Site Access Control Type: Two-way stop Delay (sec / veh ): 9 .9 Analysis Method : HCM 7th Edition Level Of Service : A Analysis Period : 15 minutes Volume to Capacity (v/c): 0.044 Intersection Setup Name Site Access WCR 68 WCR 68 Approach Northbound Eastbound Westbound Lane Configurationir irk I Turning Movement Left Right Thru Right Left Thru Lane Width [ft] 12 .00 I 12.00 12 .00 12.00 12 .00 12. 00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] 100.0L 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 Speed [mph] 30. 00 30.00 30. 00 Grade [%] 0.00 0.00 0.00 Crosswalk No No No Volumes Name Site Access WCR 68 WCR 68 Base Volume Input [veh/h] 15 1 12 0 0 16 Base Volume Adjustment Factor 1 .0000 I 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Heavy Vehicles Percentage P/0] 98 .00 98.00 21 .00 21 .00 21 .00 21 .00 Growth Factor 1 .0000 1 .0000 1 .0000 1 . 0000 1 .0000 1 . 0000 In-Process Volume [veh/h] 0 0 0 0 0 0 Site-Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 1 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 I 0 0 0 0 0 Total Hourly Volume [veh/h] 15 1 12 0 0 16 Peak Hour Factor 0 .4400 0.4400 0 .6000 0.6000 0 .8000 0.8000 Other Adjustment Factor 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Total 15-Minute Volume [veh/h] 9 1 5 0 0 5 Total Analysis Volume [veh/h] 34 2 20 0 0 20 Pedestrian Volume [ped/h] F -tic r::-: --;0 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 5: 5 2046 Back PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Settings Priority Scheme Stop Free Free Flared Lane No Storage Area [veh] Two-Stage Gap Acceptance No Number of Storage Spaces in Median 0 Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.04 0 .00 0.00 0.00 0.00 0.00 d_M , Delay for Movement [s/veh] 9.87 9.53 0.00 I 0.00 7.4 0 .00 Movement LOS A A A A N A 95th-Percentile Queue Length [veh/In] 0. 15 0 . 15 0. 00 0.00 0 .00 95th-Percentile Queue Length [ft/In] 3.63 3 .63 0.00 0.00 n nr 0 .00 d_A, Approach Delay [s/veh] 9.85 0.00 0.00 Approach LOS A A A d_I , Intersection Delay [s/veh] 4 .66 Intersection LOS A .. 1 10/2/2024 Joseph L . Henderson, PE, PTOE (� - Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 6: 6 2046 Total AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Kersey Mine TIS Vistro File : C :1. . .1AM .vistro Scenario 6 2046 Total AM Report File : C :\. . .12046 Total AM . pdf 10/2/2024 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 SH 392 / WCR 67 Two-way stop Edition HCM 7th NB Left 0 . 046 16 . 0 C 2 WCR 68 / WCR 67 Two-way stopHCM 7th Edition SB Left 0 . 064 9 . 9 A 3 WCR 68 / Site Access Two-way stopHCM 7th Edition NB Left 0 . 151 10 . 5 B V/C , Delay, LOS : For two-way stop , these values are taken from the movement with the worst (highest) delay value . For all other control types , they are taken for the whole intersection . 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 6: 6 2046 Total AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Level Of Service Report Intersection 1 : SH 392 / WCR 67 Control Type: Two-way stop Delay (sec / veh ): 16 .0 Analysis Method : HCM 7th Edition Level Of Service : C Analysis Period : 15 minutes Volume to Capacity (v/c): 0.046 Intersection Setup Name WCR 67 SH 392 SH 392 Approach Northbound Eastbound Westbound Lane Configuration isir irk i I Turning Movement Left Thru Thru Right Left Thru Lane Width [ft] 12 .00 I 12.00 12 .00 12.00 12 .00 12. 00 No. of Lanes in Entry Pocket 0 1 0 0 1 0 Entry Pocket Length [ft] 100.01 600.00 100.00 100.00 894.00 No. of Lanes in Exit Pocket 0 0 0 0 0 1 Exit Pocket Length [ft] 0.00 0.00 0.00 1380 .00 Speed [mph] 30. 00 30.00 30. 00 Grade [%] 0.00 0.00 0.00 Crosswalk No No No Volumes Name WCR 67 SH 392 SH 392 Base Volume Input [veh/h] 1 11 141 0 5 80 Base Volume Adjustment Factor 1 .0000 I 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Heavy Vehicles Percentage P/0] 74 .00 74.00 41 .00 41 .00 41 .00 41 .00 Growth Factor 1 .0000 1 .0000 1 .8700 1 . 0000 1 .0000 1 . 8700 In-Process Volume [veh/h] 0 0 0 0 0 0 Site-Generated Trips [veh/h] 6 58 0 2 17 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 1 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 I 0 0 0 0 0 Total Hourly Volume [veh/h] 7 69 264 2 22 150 Peak Hour Factor 0 .4300 0.4300 0 .8400 0.8400 0 .6400 0.6400 Other Adjustment Factor 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Total 15-Minute Volume [veh/h] 4 40 79 1 9 59 Total Analysis Volume [veh/h] 16 160 314 2 34 234 Pedestrian Volume [ped/h] F -tic r::-: --;0 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 6: 6 2046 Total AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Settings Priority Scheme Stop Free Free Flared Lane Storage Area [veh] Two-Stage Gap Acceptance No Number of Storage Spaces in Median U Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.05 0 .27 0. 00 I 0 .00 0.03 0 .00 d_M , Delay for Movement [s/veh] 15.97 13.45 0.00 0 .00 8.53 0 .00 Movement LOS C B A A A A 95th-Percentile Queue Length [veh/In] 0. 15 1 . 11 0. 00 0 .00 0. 10 0 .00 95th-Percentile Queue Length [ft/In] 3.64 27.64 0.00 0 .00 2. 50 0 .00 d_A, Approach Delay [s/veh] 13.68 0.00 1 .08 Approach LOS B A A d_l , Intersection Delay [s/veh] 3 .55 Intersection LOS C .. 1 10/2/2024 Joseph L . Henderson, PE, PTOE (e - Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 6: 6 2046 Total AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Level Of Service Report Intersection 2: WCR 68 / WCR 67 Control Type: Two-way stop Delay (sec / veh ): 9 .9 Analysis Method : HCM 7th Edition Level Of Service : A Analysis Period : 15 minutes Volume to Capacity (v/c): 0.064 Intersection Setup Name Commercial Access WCR 67 WCR 68 WCR 68 Approach Northbound Southbound Eastbound Westbound Lane Configuration + I h + ir Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12 .00 12 .00 I 12 .00 12 .00 12 .00 12 .00 12 .00 12 .00 12 .00 12 .00 I 12 .00 12 .00 No. of Lanes in Entry Pocket 0 0 1 0 0 0 0 1 Entry Pocket Length [ft] 100.00 100.0C 700.00 100.01 100.00 600.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] u .uu u .uu 0.00 u . uu u .uu u .uu 0.00 u .uu u . uu Speed [mph] 30 .00 30 .00 30 .00 30 .00 Grade [%] 0 .00 0 .00 0 .00 0 .00 Crosswalk No No No No Volumes Name Commercial Access WCR 67 WCR 68 WCR 68 Base Volume Input [veh/h] 0 0 0 2 0 3 0 17 31 0 13 9 Base Volume Adjustment Factor 1 .0000 1 . 0000 11 . 0000 1 .0000 1 .0000 1 . 0000 1 . 0000 1 .0000 1 .0000 1 . 0000 11 . 0000 1 .0000 Heavy Vehicles Percentage P/0] 22 .00 22 .00 22 .00 74 .00 74 .00 74 .00 53 .00 53 .00 53 .00 21 .00 21 .00 21 .00 Growth Factor 1 .0000 1 .0000 1 . 0000 1 . 0000 1 .0000 1 .0000 1 . 0000 1 . 0000 1 .0000 1 .0000 1 . 0000 1 . 0000 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips [veh/h] 0 0 0 19 0 0 0 0 0 0 0 64 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 1 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 I 0 0 0 0 0 0 0 0 I 0 0 Total Hourly Volume [veh/h] 0 0 0 21 0 3 0 17 31 0 13 73 Peak Hour Factor 0.8500 0.8500 0.8500 0.4200 0.4200 0.4200 0.7500 0.7500 0.7500 0.6900 0.6900 0.6900 Other Adjustment Factor 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Total 15-Minute Volume [veh/h] 0 0 0 13 0 2 0 6 10 0 5 26 Total Analysis Volume [veh/h] 0 0 0 50 0 7 0 23 41 0 19 106 Pedestrian Volume [ped/h] 04: 6,_,.t; 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRQ Scenario 6: 6 2046 Total AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Settings Priority Scheme Stop Stop Free Free Flared Lane No No Storage Area [veh] Two-Stage Gap Acceptance No No Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0 . 00 0 .00 0.00 0 . 06 0 . 00 0 .01 0 .00 0.00 0.00 0 .00 0.00 0 . 00 d_M , Delay for Movement [s/veh] 8.70 9 .92 9 . 10 6.00 0 .00 2 .00 i.5. 0.00 u .uU Movement LOS A A A A A A A A 95th-Percentile Queue Length [veh/In] J.L ._. 0 . 20 0 .02 0 . 00 0 .00 0 . 00 0 . 00 95th-Percentile Queue Length [ft/In] 0 .00 0 nn 0.00 5. 11 0 .60 0 nn 0 .00 0 .00 0 .00 0 .00 d_A, Approach Delay [s/veh] 9.46 9.82 0 .00 0 . 00 Approach LOS n A A A d_I , Intersection Delay [s/veh] 2 .28 Intersection LOS A 10/2/2024 Joseph L . Henderson, PE, PTOE ( n 1M)`J Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 6: 6 2046 Total AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Level Of Service Report Intersection 3: WCR 68 / Site Access Control Type: Two-way stop Delay (sec / veh ): 10 .5 Analysis Method : HCM 7th Edition Level Of Service : B Analysis Period : 15 minutes Volume to Capacity (v/c): 0. 151 Intersection Setup Name Site Access WCR 68 WCR 68 Approach Northbound Eastbound Westbound Lane Configuration r 1 Turning Movement Left Right Thru Right Left Thru Lane Width [ft] 12 .00 I 12.00 12 .00 12.00 12 .00 12. 00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 Entry Pocket Length [ft] 100.0L 100.00 100.00 600. 00 100.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 Speed [mph] 30. 00 30.00 30. 00 Grade [%] 0.00 0.00 0.00 Crosswalk No No No Volumes Name Site Access WCR 68 WCR 68 Base Volume Input [veh/h] 10 5 24 22 1 11 Base Volume Adjustment Factor 1 .0000 I 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Heavy Vehicles Percentage P/0] 98 .00 98.00 60 .00 60.00 21 .00 21 .00 Growth Factor 1 .0000 1 .0000 1 .0000 1 . 0000 1 .0000 1 . 0000 In-Process Volume [veh/h] 0 0 0 0 0 0 Site-Generated Trips [veh/h] 64 0 0 19 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 1 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 I 0 0 0 0 0 Total Hourly Volume [veh/h] 74 5 24 41 1 11 Peak Hour Factor 0 .6300 0.6300 0 .9600 0.9600 0 .7500 0.7500 Other Adjustment Factor 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Total 15-Minute Volume [veh/h] 29 2 6 11 0 4 Total Analysis Volume [veh/h] 117 8 25 43 1 15 Pedestrian Volume [ped/h] F -tic r::-: --;0 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 6: 6 2046 Total AM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Settings Priority Scheme Stop Free Free Flared Lane No Storage Area [veh] Two-Stage Gap Acceptance No Number of Storage Spaces in Median U Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0. 15 0 .01 0. 00 I 0 .00 0.00 0 .00 d_M , Delay for Movement [s/veh] 10 .55 10.22 0.00 0 .00 7.54 0 .00 Movement LOS B B A A A A 95th-Percentile Queue Length [veh/In] 0.57 0 .57 0. 00 0 .00 0.00 0 .00 95th-Percentile Queue Length [ft/In] 14.30 14.30 0.00 0 .00 0.04 0 .04 d_A, Approach Delay [s/veh] 10.53 0.00 0.47 Approach LOS B A A d_l , Intersection Delay [s/veh] 6 .33 Intersection LOS B .. 1 10/2/2024 Joseph L . Henderson, PE, PTOE (� - Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 6: 6 2046 Total PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Kersey Mine TIS Vistro File : C :1. . .1PM .vistro Scenario 6 2046 Total PM Report File : C :\. . .12046 Total PM . pdf 10/2/2024 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 SH 392 / WCR 67 Two-way stop Edition HCM 7th NB Left 0 . 027 17 . 5 C 2 WCR 68 / WCR 67 Two-way stopHCM 7th Edition SB Left 0 . 165 10 .5 B 3 WCR 68 / Site Access Two-way stopHCM 7th Edition NB Left 0 . 123 10 . 3 B V/C , Delay, LOS : For two-way stop , these values are taken from the movement with the worst (highest) delay value . For all other control types , they are taken for the whole intersection . 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 6: 6 2046 Total PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Level Of Service Report Intersection 1 : SH 392 / WCR 67 Control Type: Two-way stop Delay (sec / veh ): 17 .5 Analysis Method : HCM 7th Edition Level Of Service : C Analysis Period : 15 minutes Volume to Capacity (v/c): 0.027 Intersection Setup Name WCR 67 SH 392 SH 392 Approach Northbound Eastbound Westbound Lane Configuration isir irk i I Turning Movement Left Thru Thru Right Left Thru Lane Width [ft] 12 .00 I 12.00 12 .00 12.00 12 .00 12. 00 No. of Lanes in Entry Pocket 0 1 0 0 1 0 Entry Pocket Length [ft] 100.01 600.00 100.00 100.00 894.00 No. of Lanes in Exit Pocket 0 0 0 0 0 1 Exit Pocket Length [ft] 0.00 0.00 0.00 1380 .00 Speed [mph] 30. 00 30.00 30. 00 Grade [%] 0.00 0.00 0.00 Crosswalk No No No Volumes Name WCR 67 SH 392 SH 392 Base Volume Input [veh/h] 1 1 81 0 2 162 Base Volume Adjustment Factor 1 .0000 I 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Heavy Vehicles Percentage P/0] 74 .00 74.00 41 .00 41 .00 41 .00 41 .00 Growth Factor 1 .0000 1 .0000 1 .8700 1 . 0000 1 .0000 1 . 8700 In-Process Volume [veh/h] 0 0 0 0 0 0 Site-Generated Trips [veh/h] 3 24 0 6 58 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 1 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 I 0 0 0 0 0 Total Hourly Volume [veh/h] 4 25 151 6 60 303 Peak Hour Factor 0 .5000 0.5000 0 .8400 0.8400 0 .8200 0.8200 Other Adjustment Factor 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Total 15-Minute Volume [veh/h] 2 13 45 2 18 92 Total Analysis Volume [veh/h] 8 50 180 7 73 370 Pedestrian Volume [ped/h] F -tic r::-: --;0 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 6: 6 2046 Total PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Settings Priority Scheme Stop Free Free Flared Lane Storage Area [veh] Two-Stage Gap Acceptance No Number of Storage Spaces in Median U Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.03 0 .07 0. 00 I 0 .00 0.06 0 .00 d_M , Delay for Movement [s/veh] 17 .53 10.51 0.00 0 .00 8.24 0 .00 Movement LOS C B A A A A 95th-Percentile Queue Length [veh/In] 0.08 0 .23 0. 00 0 .00 0.20 0 .00 95th-Percentile Queue Length [ft/In] 2.08 5.72 0.00 0 .00 4. 92 0 .00 d_A, Approach Delay [s/veh] 11 .47 0.00 1 . 36 Approach LOS B A A d_I , Intersection Delay [s/veh] 1 .84 Intersection LOS C .. 1 10/2/2024 Joseph L . Henderson, PE, PTOE (� - Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 6: 6 2046 Total PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Level Of Service Report Intersection 2: WCR 68 / WCR 67 Control Type: Two-way stop Delay (sec / veh ): 10 .5 Analysis Method : HCM 7th Edition Level Of Service : B Analysis Period : 15 minutes Volume to Capacity (v/c): 0. 165 Intersection Setup Name Commercial Access WCR 67 WCR 68 WCR 68 Approach Northbound Southbound Eastbound Westbound Lane Configuration + I h + ir Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12 .00 12 .00 I 12 .00 12 .00 12 .00 12 .00 12 .00 12 .00 12 .00 12 .00 I 12 .00 12 .00 No. of Lanes in Entry Pocket 0 0 1 0 0 0 0 1 Entry Pocket Length [ft] 100.00 100.01 700.00 100.01 100.00 600.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] u .uu u .uu 0.00 u . uu u .uu u .uu 0.00 u .uu u . uu Speed [mph] 30 .00 30 .00 30 .00 30 .00 Grade [%] 0 .00 0 .00 0 .00 0 .00 Crosswalk No No No No Volumes Name Commercial Access WCR 67 WCR 68 WCR 68 Base Volume Input [veh/h] 2 0 0 1 0 1 0 25 2 0 16 1 Base Volume Adjustment Factor 1 .0000 1 . 0000 11 . 0000 1 .0000 1 .0000 1 . 0000 1 . 0000 1 .0000 1 .0000 1 . 0000 11 . 0000 1 .0000 Heavy Vehicles Percentage P/0] 22 .00 22 .00 22 .00 74 .00 74 .00 74 .00 53 .00 53 .00 53 .00 21 .00 21 .00 21 .00 Growth Factor 1 .0000 1 .0000 1 . 0000 1 . 0000 1 .0000 1 .0000 1 . 0000 1 . 0000 1 .0000 1 .0000 1 . 0000 1 . 0000 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips [veh/h] 0 0 0 64 0 0 0 0 0 0 0 27 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 1 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 I 0 0 0 0 0 0 0 0 I 0 0 Total Hourly Volume [veh/h] 2 0 0 65 0 1 0 25 2 0 16 28 Peak Hour Factor 0.8500 0.8500 0.8500 0.5000 0.5000 0.5000 0.8400 0.8400 0.8400 0.6100 0.6100 0.6100 Other Adjustment Factor 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Total 15-Minute Volume [veh/h] 1 0 0 33 0 1 0 7 1 0 7 11 Total Analysis Volume [veh/h] 2 0 0 130 0 2 0 30 2 0 26 46 Pedestrian Volume [ped/h] 04: 6,_,.t; 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 6: 6 2046 Total PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Settings Priority Scheme Stop Stop Free Free Flared Lane No No Storage Area [veh] Two-Stage Gap Acceptance No No Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0 . 00 0 .00 0 .00 0 . 16 0 . 00 0 .00 0 .00 0.00 0.00 0 .00 0.00 0 . 00 d_M , Delay for Movement [s/veh] 9.20 10 .46 9 . 12 1 .ob 0 .00 x .00 i .4t 0.00 u .uU Movement LOS A B A A A A A A 95th-Percentile Queue Length [veh/In] 0 .01 0 . 59 0 .01 0 . 00 0 .00 0 . 00 0 . 00 95th-Percentile Queue Length [ft/In] 0 . 18 14 .70 0 . 17 0 nn 0 .00 0 .00 0 .00 0 .00 d_A, Approach Delay [s/veh] 9.20 10 .44 0 .00 0 . 00 Approach LOS A B A A d_l , Intersection Delay [s/veh] 5.87 Intersection LOS B 10/2/2024 Joseph L . Henderson, PE, PTOE ( n_1M`J Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 6: 6 2046 Total PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Level Of Service Report Intersection 3: WCR 68 / Site Access Control Type: Two-way stop Delay (sec / veh ): 10 .3 Analysis Method : HCM 7th Edition Level Of Service : B Analysis Period : 15 minutes Volume to Capacity (v/c): 0. 123 Intersection Setup Name Site Access WCR 68 WCR 68 Approach Northbound Eastbound Westbound Lane Configuration r 1 Turning Movement Left Right Thru Right Left Thru Lane Width [ft] 12 .00 I 12.00 12 .00 12.00 12 .00 12. 00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 Entry Pocket Length [ft] 100.0L 100.00 100.00 600. 00 100.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 Speed [mph] 30. 00 30.00 30. 00 Grade [%] 0.00 0.00 0.00 Crosswalk No No No Volumes Name Site Access WCR 68 WCR 68 Base Volume Input [veh/h] 15 1 12 0 0 16 Base Volume Adjustment Factor 1 .0000 I 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Heavy Vehicles Percentage P/0] 98 .00 98.00 60 .00 60.00 21 .00 21 .00 Growth Factor 1 .0000 1 .0000 1 .0000 1 . 0000 1 .0000 1 . 0000 In-Process Volume [veh/h] 0 0 0 0 0 0 Site-Generated Trips [veh/h] 27 0 0 64 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 1 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 I 0 0 0 0 0 Total Hourly Volume [veh/h] 42 1 12 64 0 16 Peak Hour Factor 0 .4400 0.4400 0 .6000 0.6000 0 .8000 0.8000 Other Adjustment Factor 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 1 .0000 Total 15-Minute Volume [veh/h] 24 1 5 27 0 5 Total Analysis Volume [veh/h] 95 2 20 107 0 20 Pedestrian Volume [ped/h] F -tic r::-: --;0 10/2/2024 Joseph L . Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Scenario 6: 6 2046 Total PM Kersey Mine TIS Version 2024 (SP 0-5) Weld County, CO Intersection Settings Priority Scheme Stop Free Free Flared Lane No Storage Area [veh] Two-Stage Gap Acceptance No Number of Storage Spaces in Median U Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0. 12 0 .00 0. 00 I 0 .00 0.00 0 .00 d_M , Delay for Movement [s/veh] 10 .30 9.96 0.00 0 .00 7. 67 0 .00 Movement LOS B A A A A 95th-Percentile Queue Length [veh/In] 0.43 0 .43 0. 00 0 .00 0 .00 95th-Percentile Queue Length [ft/In] 10 .65 10.65 0.00 0 .00 0 .00 d_A, Approach Delay [s/veh] 10. 30 0.00 0.00 Approach LOS B A A d_l , Intersection Delay [s/veh] 4 . 09 Intersection LOS B 10/2/2024 Joseph L . Henderson, PE, PTOE (6tit..-; Sustainable Traffic Solutions, Inc. Exhibit 29 Page 1 EXHIBIT 29 WASTE HANDLING PLAN A Waste Handling Plan will be needed as determined by Environmental Health. Design Standards Section 23-2-240.A: An applicant for a Use by Special Review shall demonstrate compliance with the following design standards in the application and shall continue to meet these standards if approved for development (13) Trash collection areas or facilities shall be screened from public rights-of-way and adjacent properties. These areas shall be designed and used in a manner that will prevent wind- or animal-scattered trash. SOLID NON-HAZARDOUS WASTE DISPOSAL Colorado Sand Company II, LLC (CSC) will comply with Chapter 14, Article 1 of the Weld County Code regarding handling, disposing, and storing debris and other potential nuisance conditions. Solid non-hazardous waste removal will be contracted through a commercial entity, Waste Management Corp. or a similar approved waste handling company . Pickup/removal frequency will be subject to standard contract terms. At a minimum, CSC anticipates weekly (or more frequent removal, as may be required), with interim holding periods being addressed using industrial-sized dumpsters and/or roll-off units, as may be required. All waste storage areas will be in areas and/or enclosures that minimize the potential for wind-borne dispersion of such materials. CSC will establish a waste minimization/recycling program for all generated wastes, to include other waste categories such as "debris, junk, etc ." that will provide for the establishment of interim storage/containment facilities proximal to the point of generation and/or initial disposition; and commercial recyclers will be contracted on a frequent (monthly or less) basis, as may be warranted. As a part of the commitment to ensure that all plant area operations are conducted in an orderly manner, CSC will ensure that such facilities are established in a manner that mitigates the potential for dispersion of the materials and/or other unsightly conditions. Refer to Exhibit 11 : Landscape and Screening Plan for a description of measures CSC will implement to provide visual screening of the plant site and nine. WASTE MANAGEMENT CONTACT INFORMATION Jason T. Chan General Manger — Energy Services/Oil Field Services Waste Management — Energy Services Jchan2@wm.com (303 ) 598- 1790 Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised: Exhibit 29 Page 2 WASTE OILS & OTHER MATERIALS All waste oils and other materials such as motor oil, antifreeze, hydraulic oil, and transmission fluid will be managed under vendor contract and disposition subject to all applicable Resource Conservation and Recovery Act (RCRA) guidelines and requirements. CSC will lease mobile equipment and have maintenance agreements in place for servicing mobile equipment. The vendor will be responsible for removing waste fluids produced during their mobile equipment maintenance activities. This is typically accomplished by pumping the fluid out of the machines into a temporary reservoir on the mechanic ' s truck, which is then emptied into a holding tank at their branch location where the fluid is eventually recycled per vendor protocol. STORAGE & STOCKPILING OF OFF-SPECIFICATION, MATERIALS The Kersey Mine processing plant operations will generate a singular stream of off-specification (off-spec) materials consisting of combined coarse (oversize) and fine (undersize) reject sand materials that collectively fall outside of the size range required for saleable product. Processing activities will generate this low moisture content material at various stages (see Exhibit 9-2 : Process Flow Diagram), to include interim collection at various/multiple collection points, after which it will be placed within the "process discard stockpile" extending westerly from the northernmost end of the plant facility area. Minor quantities of off-spec material may be elsewhere backfilled into the adjacent Year 1 mine block pit void. Solid and inert waste materials will be transported offsite by licensed commercial waste hauling companies and disposed of at licensed facilities. Minor quantities of otherwise regulated wastes may be generated on an infrequent basis, in which case CSC will contract with appropriately licensed waste management companies for pickup and transport/disposal at appropriately licensed facilities. Proper storage, handling, transport, and manifesting of any/all regulated off-spec materials will be carried out in accordance with all applicable laws, regulations, and ordinances. The Project will include several stockpiles, storage, and/or waste areas described in Exhibit 8, Planning Questionnaire : • Growth Medium Stockpiles • Run-of-Mine Stockpile • Process Discard Stockpile • Plant (In Process) Stockpiles Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised: Exhibit 26 Page 1 EXHIBIT 26 WATER SUPPLY DOCUMENTATION Example: A letter or bill from a water district or municipality, or a well permit or permit application from the State Division of Water Resources. Provide a statement if upgrading the water source from agricultural or residential usage to commercial or industrial. Operation Standards Section 23-2-250: An applicant for a Special Review Permit shall demonstrate conformance with the following operation standards in the Special Review Permit application to the extent that the standards affect location, layout, and design of the Use by Special Review prior to construction and operation. Once operational, the operation of the USES permitted shall conform to these standards. (a) The operation of the uses shall comply with the water quality regulations promulgated by the Colorado Water Quality Control Commission. Operations Policies Section 23-4-290.K: The USE will not cause injury to vested or conditional water rights. If the USE may result in injury to vested or conditional water rights, the applicant shall present a copy of a well permit to the Department of Planning Services prior to recording the Plat or at a time designated by the Board of County Commissioners, either supported by a plan of exchange or substitute supply approved by the State Engineer or a decreed plan for augmentation approved by the District Court for Water Division No. 1 which prevents injury to vested and conditional water rights. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised : Exhibit 26 Page 2 For the Kersey Mine, Colorado Sand Company II, LLC will procure water from the Wells Ranch Well Field, located approximately two miles to the northeast of the mining area on property owned by Wells Ranch. Water from this system is diverted through a pipeline to water storage ponds located approximately two miles north of the Site along the north access road. The water will then be distributed to the Site as needed via a proposed 10-inch diameter water pipeline to be constructed, owned, and operated by Wells Ranch. The water source will be secured, stored, and piped to the mine to provide adequate water supply . The source can provide 100% of the mine ' s water requirements. Other known potential sources exist in the Site vicinity and can provide 100% of the necessary water supply . If warranted, CSC may seek additional sources, including the New Cache la Poudre Ditch System. The New Cache la Poudre Ditch System is located to the northwest of the mining area. Water from this system is diverted through a series of pipelines to the water storage ponds located approximately two miles north of the Site and would be distributed to the Site as needed via the same proposed water pipeline as previously referenced. All process water will be purchased from a third-party source (fully permitted and with adjudicated water rights appropriate for and consistent with the proposed use) and imported to the Site. Accordingly, all aspects of water usage associated with the Kersey Mine will be in compliance with applicable water laws and regulations. Potable water will be purchased from an existing public water supply system and trucked in by a third-party contractor and stored in an on-site holding tank. See Exhibit 26-1 for pipeline routing options for the 10 " HDPE buried pipeline from the Wells Ranch Well Field to the Kersey Mine . Design, permitting and construction of the Pipeline will commence upon approval of the Kersey Mine USR permit. The following is an estimated design, permitting and construction schedule for the pipeline: • D - USR Permit approval at date • D+270 days - Design, permitting, and preparation of bid package • D+291 days - Award of contractor contract • D+306 days - Begin pipeline construction • D+420 days - Pipeline completion and project closeout Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised : Exhibit 26 Page 3 EXHIBIT 26- 1 WELL POND LOCATIONS AND PIPELINE ROUTING OPTIONS Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: 1 a � ~ _ _. ail0+00 10+00 . . ° m III A i-� �� - t. _iiii WELLS RANCH RETENTION POND -�� O O alirr Mt- 11LID ' ° ° - lIs ® '` -- �o o X L 0 ° H I o ,r oo 70 -' O II, . 41il %i p O 11 0 ' + II O II III ; I O 3e... so WATER PIPELINE TO PLANT OPTION 2 I I ii Jr XO T: 11611 _ . Oo 6°X •4 _ - • - - - - It ° _r O �o V i � Illi I . \\ li • ..._ F c illke L7 . �� I I WATER PIPELINE TO WATER PIPELINE TO PLANT OPTION 1 I O PLANT OPTION 3 , ,M --„ i`, 00 6a o • I . \St ' 1 o \` o0 0O I * - - %. . i al I A\ , p \\ __S0 WATER PIPELINE TO PLANT OPTION 4 co. , \proIII CR64 \ o o + \,. �o ko� ' 0 litilla I ) 1. •vsti y� \ b•-f� x_ Iti ,.. 41 . \ 0 \:‘ la �p }9' 0 ^ , , -N4 fll: Ite 0 d _ -- Illi \\ o o I s o , I % rri .. +\ I la li 4.0 -I \\ k I a \\ G3 I +o o :\ z, \\ ,, 0 O 1 • +� �\\ I \\I - II d 1 o o v Cat Is i s 0 \ r ,_. in \\ Do 00 +O - \\ 11 i r \ --__________ ____ \ _ _�, II' , , L _ i T. . .. illit.ii: All o „iessopji„, ‘.. s.. 10:4N Il \ it pAt k - l \ Q o H ., , ty , or ‘ er.,1760 7 NksCcm /1 1 v -P 1 �� s� \\ o �� 0i rn v • - 0 o O dl �Ib\ , to / o� _ • l J '473 -rt o O �; o0 O • vi - 740 \ .,.! . V i► \ o I o rir ---- I.& Ld T____11 - ,( 740 30 : 20 •. ,, o II- - o o . , / ---448L4790 - 80 ,, 76 6� - _ N . . . ` �o 1, I-1 .: ., 0 D I ). , ,, \ 1......„..74.i ..5. 0 ., � �� l`- e..., ?42�Oa , ��,� 4710 , � ` PROCESS +s ��,, k DISCARD ,� .� � O iv_ ROPOSED PLANT I \L If� ✓ J STOCKPILE ( PDS ) : �� `® 60 ACRES In._ � E, w r II9 a��' 1 _ �r . . ... 1I V.611-1W6 Flail.4\: � LINETYPE LEGEND: SYMBOL LEGEND: PROPOSED EDGE OF ROAD NOTES: 1, MINING, PLANT OPERATIONS, PROCESSING, OFFICES AND REPAIR FACILITIES MAY OPERATE TWENTY-FOUR (24) HOURS PER DAY, PROPOSED EQUIPMENT WITHOUT RESTRICTION PER BOARD OF COUNTY COMMISSIONERS APPROVAL. THE FACILITY MAY OPERATE SEVEN (7) DAYS PER MAJOR PROPOSED CONTOUR V REINFORCED CEMENT CONCRETE WEEK, YEAR-ROUND. ' 2. BURROWING OWL HABITAT- NO INITIAL DISTURBANCE TO PRAIRIE DOG TOWNS FROM MARCH 15 - OCTOBER 31. MINOR PROPOSED CONTOUR V 3. VISITOR ACCESS TO MINE SHALL BE LIMITED BY WELLS RANCH GUARD SHACK AND SECURITY GATES AT MINE ENTRANCE/EXIT. n C EXISTING OVERHEAD ELECTRIC 4. EXISTING WELL TO BE PLUGGED AND ABANDONED FOR MINE SEQUENCE AREA. PROPOSED GATE 5. TS-0 TO BE USED IN RECLAMATION BY THE END OF YEAR 6. BUILDING SECTION DIVIDE PROPOSED GRAVEL PERMIT AREA BOUNDARY 4 SECTION QUARTERS X EXISTING FENCE ' ,. —4 HAUL ROAD EXISTING ROADWAY w w w PROPOSED WATER PIPELINE ,nine n -,mirs.s _ r PROPOSED EASEMENT OPTION 1 1000 600 0 1000 2O00 PROPOSED EASEMENT OPTION 2 SCALE : 1" = 1000' PROPOSED EASEMENT OPTION 3 1/�� ./�■ --TR cPROPOSED EASEMENT OPTION 4 COLORADO S AND COMPANY II, LLC GDESIGN 6Y: GWALDIE REVISION DATE PTE �� MINE DRAWN BY: ARUSH • FIGURE Z CHECKED BY: DKRAlEW5Kl 2024 WELL AND POND LOCATIONS AND PIPELINE TRC ENVIRONMENTAL CORP. SCALE: r = 1000'-a' ROUTING U £LoNs 1526 COLE BLVD SUITE 150 LAKEWOOD, CD 80401 CO FIRM REGISTRATION 111987107164•{ JOB NUMBER: 535891 (303) 439-5059 Exhibit 40 Page 1 EXHIBIT 40 WATER DEMAND AND REPLACEMENT ANALYSIS Detail the amount of water required for each phase of the operation and how that water will be distributed between components of the operation, source of water (including agreements, well permits) and method to protect groundwater and wells, if.applicable. Detail plans for obtaining water supplies to replace water consumed by mining or processing of the material, including dust control, consumed for domestic purposes by employees, and consumed by evaporative losses from exposed groundwater. Section 23-4-260. G. 14: Any operator desiring such a permit shall file an application in such form as prescribed by the Planning Commission. The application shall contain the following information: (a) A detailed description of the method of operation. Such description shall include: (14) The application should address the following items: (a) Water Consumption: (1) An analysis of the amount of water which will be required to be replaced for each phase of the MINING operation and build out. (2) The analysis should address the amount of water consumed in the MINING and processing of the material, including dust suppression. (3) The analysis should address the issue of water consumed for domestic purposes by onsite staff. (4) The analysis should address the issue of evaporative losses consumed from exposed groundwater, including a discussion of the feasibility of lining. (b) Water Replacement Source: (1) A description of the surface and well water rights and its anticipated yield, when converted, to be used as replacement for the water consumed in the MINING operation. (2) Projections as to the timing of replacements to the river system from these sources. (3) A description of methods proposed to monitor, prevent and mitigate against direct injury to users for wells in the vicinity of the gravel operation as a result of alterations in the groundwater regime occasioned by the mining operation or to said impacts. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised : Exhibit 40 Page 2 Operations Policies Section 23-4-290.K: The USE will not cause injury to vested or conditional water rights. If the USE may result in injury to vested or conditional water rights, the applicant shall present a copy of a well permit to the Department of Planning Services prior to recording the Plat or at a time designated by the Board of County Commissioners, either supported by a plan of exchange or substitute supply approved by the State Engineer or a decreed plan for augmentation approved by the District Court for Water Division No. 1 which prevents injury to vested and conditional water rights. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised : Exhibit 40 Page 1 EVIDENCE OF ADEQUATE WATER SUPPLY WATER REQUIREMENTS DAILY WATER REQUIREMENTS PER PHASE (GALLONS/DAY) PHASE VOLUME REQUIRED Developmental 30,000-50,000 Operational 16, 594,880 Recycled 15 ,732,000 Reclamation 30,000 — 50,000 DAILY WATER INPUT REQUIREMENTS FOR OPERATIONAL PHASE (GALLONS/DAY) USE VOLUME REQUIRED Process Water 828,000 Dust Abatement 32,000 Septic System 2,880 Total 862,880 *Approximately 95% of process water is recycled in-circuit WATER USAGE CSC anticipates minor water usage during the "development" phase, as such usage will likely be limited to dust suppression and/or geotechnical (i.e. , moisture content additions to achieve specified compaction criteria, etc.) requirements associated with facility construction. At this juncture, CSC estimates this usage to be 30,000 to 50,000 gallons per day (gpd) for an anticipated 3 to 10 months. CSC has estimated that the Kersey Mine processing plant's operational water requirement is approximately 11 ,500 gallons per minute (gpm) . This total water requirement is assumed to be approximately equal to the process water requirement since most of the plant' s operational water requirement is attributed to process water (greater than 99 .8%) ; the dust abatement and septic system water requirements are nominal (less than 0 . 2%) . Maximum recycle is employed in the process; therefore, make-up water requirements for the process water are anticipated to be approximately 5% of total, or 575 gpm, with make-up requirements largely attributed to evaporative and other process-related losses as well as the residual moisture content in process waste fines, etc. The plant water supply will be provided directly to the plant facilities, with storage capacity also available within the process sumps, clarifier unit, and the 50,000 -gallon capacity recycle water tank. In addition to processing requirements (primarily washing, scrubbing, and screening of the sand product(s), water usage will also occur with respect to fugitive dust control on haul roads (estimated at 32,000 gallons per day), and other routine, but minor uses. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised : Exhibit 40 Page 2 No specific provision has been made for personnel hygiene uses (such as showers, etc.) as such activities are to be carried out offsite. Onsite sanitation facilities will initially be provided by portable toilet units (during facilities construction; to be serviced on a regular basis by a third-party contractor) to be later replaced by an onsite septic system once operational. Potable water will be delivered to the site on a regular basis, also via third-party contractor. Reclamation uses are anticipated to be minimal, and approximately equivalent to the "developmental" stage utilization levels (i. e. , 30,000 to 50 ,000 gallons per day), with uses being limited primarily to haul road and other miscellaneous fugitive dust suppression applications. In addition to the foregoing, incremental water usage may be used in dust suppression associated with structure demolition and removal and other miscellaneous uses at closure. However, due to the selected post-mining land use being "rangeland", there will be no irrigation watering of the revegetated area(s) . WATER SOURCES At this juncture CSC plans to utilize the Wells Ranch Well Field, located approximately two miles to the northeast of the mining area on property owned by Wells Ranch. Water from this system is diverted through a pipeline to water storage ponds located approximately two miles north of the Site along the north access road. The water will then be distributed to the Site as needed via a proposed 10-inch diameter water pipeline to be constructed, owned, and operated by Wells Ranch. The water source will be secured, stored, and piped to the mine to provide adequate water supply . The source can provide 100% of the mine ' s water requirements. Other known potential sources exist in the Site vicinity and can provide 100% of the necessary water supply . If warranted, CSC may seek additional sources, including the New Cache la Poudre Ditch System. The New Cache la Poudre Ditch System is located to the northwest of the mining area . Water from this system is diverted through a series of pipelines to the water storage ponds located approximately two miles north of the Site, and would be distributed to the Site as needed via the same proposed water pipeline as previously referenced. All process water will be purchased from a third-party source (fully permitted and with adjudicated water rights appropriate for and consistent with the proposed use) and imported to the Site. Accordingly, all aspects of water usage associated with the Kersey Mine will be in compliance with applicable water laws and regulations. ANNUAL WATER BALANCE: OPERATIONAL PHASE USE GPM AF/YEAR REQUIRED Process Water 575 927 . 5 Dust Control 22 35 . 5 Septic System 2 3 . 2 TOTAL WATER REQUIRED 599 966.2 AVAILABLE Pumped from Wells Ranch Water Well# 287429 12 19 .4 Pumped from Wells Ranch Water Well # 287427 54 87 . 1 Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised : Exhibit 40 Page 3 USE GPM AF/YEAR Pumped from Wells Ranch Water Well # 289337 20 32 . 3 Pumped from Wells Ranch Water Well # 289336 20 32 . 3 Pumped from Wells Ranch Water Well # 76965 -F 44 71 .0 Pumped from Wells Ranch Water Well # 77044-F 45 72 .6 Pumped from Wells Ranch Water Well # 77011 -F 47 75 . 8 Pumped from Wells Ranch Water Well # 77141 -F 35 56 . 5 Pumped from Wells Ranch Water Well # 77007 -F 30 48 .4 Pumped from Wells Ranch Water Well # 77012 -F 46 74 .2 Pumped from Wells Ranch Water Well # 77094 -F 45 72 .6 Pumped from Wells Ranch Water Well # 76966 -F 46 74 .2 Pumped from Wells Ranch Water Well # 77139 -F 35 56 . 5 Pumped from Wells Ranch Water Well # 76967 -F 40 64 . 5 Pumped from Wells Ranch Water Well # 77009 -F 41 66 . 1 Pumped from Wells Ranch Water Well # 77008 -F 47 75 . 8 Pumped from Wells Ranch Water Well # 77005 -F 40 64 . 5 Pumped from Wells Ranch Water Well # 77092 -F 35 56 . 5 Pumped from Wells Ranch Water Well # 77149 -F 40 64 . 5 Pumped from Wells Ranch Water Well # 77010 -F 41 66 . 1 Pumped from Wells Ranch Water Well # 77150 -F 35 56 . 5 Pumped from Wells Ranch Water Well # 77006 -F 39 62 . 9 Pumped from Wells Ranch Water Well # 77151 -F 35 56 . 5 TOTAL WATER AVAILABLE 872 1 ,406.5 EXCESS WATER 273 440.4 ONSITE SANITATION FACILITIES Onsite Wastewater Treatment System (OWTS) CSC has contracted with 3RocksEngineering to design three on-site wastewater treatment systems (OWTS) for the Kersey Mine open pit sand mine ( See civil design in Exhibit 27, Sewage Disposal Documentation) . Bathrooms will be located in the mine office, breakroom, and scale house . The mine office septic system (OWTS # 1 ) will include a single, 1 ,500-gallon primary septic tank and one 1 ,000-gallon discharge tank, the breakroom system (OWTS #2) will include two, 2,000-gallon primary septic tanks and one 1 ,000-gallon discharge tank, and the scale house system (OWTS #3 ) will include a single, 1 ,500-gallon primary septic tank and a 500-gallon pump tank. All septic and discharge tanks will be constructed from cathodic protection (CP) materials. OWTS # 1 and OWTS #2 will not require any pumping and will be gravity -fed systems. The Kersey Mine system will be the smallest allowed due to the site soil composition (sand) and lack of groundwater. The total infiltrative surface for each OWTS is as follows: Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised : Exhibit 40 Page 4 • OWTS # 1 — 840 ft2, 72 quick 4 chambers • OWTS #2 — 2,520 ft2, 216 quick 4 chambers • OWTS #3 - 840 ft2, 72 quick 4 chambers Onsite sanitation facilities will initially be provided by portable toilet units (during facilities construction; to be serviced on a regular basis by a third-party contractor) to be later replaced by an onsite septic system once operational. Potable water will be delivered to the site on a regular basis, also via third-party contractor. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised : Exhibit 34 Page 1 EXHIBIT 34 SUMMARY FACT SHEET Provide an overview of the proposed mining, processing, and storing activities, phases, annual amount of excavated material, typical pit depth, acreage, etc. The Kersey Mine (the "Mine") would be built within the "Permit Area", consisting of approximately 6- 1/4 " sections" , or approximately 4,018 acres, within the Wells Ranch lands, approximately 6 . 5 miles east-northeast of the Town of Kersey , and will provide "frac sand" to oil and gas operators in Colorado. Frac sand will be mined from the area east and south of the plant. Mining operations on the Wells Ranch will extend for approximately 20 years and span six contiguous Sections . Within the six Sections, an average of 95 acres will be mined per year at a nominal depth of 30 feet with sequential reclamation commencing the following year. A total of approximately 1 ,900 acres will be mined during the life of the mine. The plant, structures, parking area, entrance/exit area, and associated equipment itself will reside on approximately 107 acres. Sand will be mined from an open-cut pit by hydraulic excavator and/or front-end loader, loading to articulated haul trucks, for subsequent transport to a run-of-nine (ROM) stockpile . The mineable resource extends from the surface to a total depth between 25 and 30 feet below ground surface, with localized areas up to a depth of 50 feet below ground surface. Stockpiled materials will then be introduced to the "wet plant", which will utilize a mechanical separation process (freshwater wash) to produce an interim product which will be temporarily stockpiled by tripper conveyor to allow the interim product to passively decant (through a drain-down process) . The post drain-down intermediate product will then be routed to a drying plant, where it will be passed through gas-fired rotary dryer unit(s) , after which all material will report to a 1 /16" screen to remove any foreign material from the product that may have been introduced during the transfer and/or drying processes . The reject material (minor quantities) will be collected from under individual screens and moved to pit as part of back fill process. Each gas fired rotary dryer will be equipped with a cyclone and bag house to remove fines material (particulate) from the air flow stream; this fines "reject" will be conveyed to a small "reject" stockpile, where it will remain until space constraints dictate removal to the process discard stockpile (PDS) . The desired less than #30 but greater than # 140 mesh interim product (hereafter referred to as "#30/140 ") end (saleable) product emanating from the gas -fired rotary dryer and screen circuit will be conveyed to the Dry Sand Storage Building, where tripper conveyors will again be utilized to stockpile the product. Final product from the Dry Sand Storage Building will be removed by reclaim gates and conveyed to the product load-out silos. Product load-out silos will be positioned above scales and will function as " surge bins" to facilitate truck loading (to third-party over-the-road tractor-trailer units), utilizing a telescoping spout with integrated dust control. In-pit mining, storage, and sales activities will be conducted up to 24 hours per day, seven days per week. CSC requests that the Weld County Board of County Commissioners allow the Kersey Mine to extend the hours of Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised: Exhibit 34 Page 2 operation beyond daylight hours to 24 hours per day , as the design and success of this facility is dependent on continuous plant operation. The Kersey Mine ingress and egress points will be located on the privately controlled section of Weld County Road 64 ; thus, all high-density mine-related traffic activity will be concentrated in a non-public use area. Upon leaving the privately controlled segment of Weld County Road 64, mine-related vehicles will travel west along Weld County Road 68, a public-use road, to Weld County Road 67, another public-use road. Mine-related vehicles will then head north on Weld County Road 67 until reaching Colorado Highway 392 . All trucks and employee vehicles will be subject to U. S . Department of Transportation and State of Colorado safety requirements. All traffic on Weld County roads will be subject to local speed control functions and other requirements that ensure the overall safety of the public. Direct mining activities will be carried out within the Permit Area with gated access at a location subject to Mine Safety and Health Administration oversight, thus there will be limited and controlled access into and through the active mining area(s) . Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised: Exhibit 14 Page 1 EXHIBIT 14 EMERGENCY CONTACT FORM Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared: October 14, 2024 Date last revised: FOR COMMERCIAL OR INDUSTRIAL BUILDINGS , PLEASE COMPLETE THE FOLLOWING INFORMATION : Business Name : Colorado Sand Company II , LLC Phone : (832 ) 804-8493 Address : 2001 Kirby Drive Suite 360 City, state , zip : Houston , Texas , 77019 Business Owner: Colorado Sand Company II , LLC Phone : (832 ) 804-8493 Home Address : 2001 Kirby Drive Suite 360 City, state , zip : Houston , Texas , 77019 List up to three persons in the order to be called in the event of an emergency: NAME TITLE PHONE ADDRESS Dave Patterson Co-President (617) 852-0925 2001 Kirby Drive Ste 360 , Houston , TX, 77019 Brady Reece Chief Commercial Ofiicer (970) 978-9858 2001 Kirby Drive Ste 360 , Houston , TX, 77019 Scott Jinks Operations (573) 243-5707 2001 Kirby Drive Ste 360 , Houston , TX, 77019 Business Hours : 8am-5pm CST Days : Monday- Friday UTILITY SHUT OFF LOCATIONS : Main Electrical : TBD Gas Shut Off: TBD Exterior Water Shutoff: TBD Interior Water Shutoff: TBD 07/22 12 Exhibit 24 Page 1 EXHIBIT 24 MS4 REQUIREMENTS Some Weld County parcels are located in Municipal Separate Storm Sewer System (MS4) areas that have special requirements. If the site is located within a Weld County Municipal Separate Storm Sewer System (MS4) area special requirement apply as specified in Chapter 8, Article IX, of the Weld County Code. During the pre-application meeting between CSC and Weld County on October 27th, 2023 , County officials confirmed that the Kersey Permit Area is not located in an MS4 area. Therefore, the MS4 area special requirements do not apply . Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised: Exhibit 17 Page 1 EXHIBIT 17 NAMES AND ADDRESSES Coiled names and addresses of any owner, operator of any oil and gas facilities, irrigation ditches/laterals, pipelines, overhead lines, railroad, etc. on the property. See Table 17-1 : Structure Contact Information for the names and addresses of all owners and operators of structures on the property . Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised : Exhibit 17 Page 2 Table 17-1 . Structure Contact Information Entity Structure Contact Organization Email Address Phone DCP Operating Company, LP (Joint venture with Enbridge and Oil/Gas Pipelines, Pipeline Easements. Nicholas Hagenlock Enbridge/Philipps 66 NHagenlockcontractor.p66 .com 6900 E. Layton Ave. Ste 900 (303 ) 595 -3331 Phillips 66) Receiver Site Easements Denver, CO 80237 Noble Midstream Services LLC (Acquired by Chevron) Oil/Gas Pipelines, Oil & Gas Wells, Nick Haffner Chevron Nick.Haffner@chevron. com 1099 18111 Street, Ste 1500, Denver (970) 556-9476 Pipeline ROWs, Pipeline Easements, CO 80202 Chain link Fence Bonanza Creek Energy Operating Company, LLC Civitas Resources (Rebranded to Civitas Resources) Oil/Gas Wells Fred Kayser Civitas FKayser@civiresources . com 555 17111 Street, Ste 3700 (970) 396 -4900 Denver, CO 80202 Wells Ranch LLLP (Wells Ranch LLLP) Water Wells, Water Tanks, Cattle Steve Wells Wells Ranch LLLP JeffbedingfieldrOxindustrial.com 32010 County Road 63 Gill, CO (970) 352 - 1790 Feeders, Structures Associated with 80624 Cattle Operation, Interior and Perimeter Fencing, Guard Station Building, Security Gate, Private Roads Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised : Exhibit 15 Page 1 EXHIBIT 15 NOTICE OF INQUIRY Required if the site is located within an Intergovernmental Agreement (IGA) boundary or a Coordinated Planning Agreement (CPA) boundary. The Coordinated Planning Agreement (CPA) between Weld County and the Town of Kersey was agreed upon on May 9, 2016, and seeks to establish standards that will encourage development and improve the health, safety, prosperity, and general welfare of the people and economies of both places . Per the CPA and the Weld County Code (WCC), development is defined as, "any land use requiring regulatory approval by the elected governing body of the applicable party in the three (3 ) mile area" (WCC Sec. 19-9-40 .) . The proposed Mine is greater than three miles from the Town of Kersey , the nearest municipality , therefore the proposed Mine is not within a CPA boundary . The proposed Mine is not within a municipal boundary and is not located on state land . Therefore, it is not subject to an Intergovernmental Agreement. CSC will not need to provide a Notice of Inquiry . Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised: Exhibit 7 Page 1 EXHIBIT 7 STATEMENT OF TAXES Obtained from county treasurer and signed. Must show no delinquent property taxes from subject property. Statements must be from the current tax year. Attached is the Statement of Taxes for Wells Ranch LLLP from this current tax year. Colorado Sand Company II, LLC - Kersey Mine Use By Special Review Permit Application Package Date prepared : October 14, 2024 Date last revised: I Weld County Treasurer 4 Statement of Taxes Due Account Number 84178586 Parcel 096503100009 Assessed To WELLS RANCH 32010 COUNTY ROAD 63 GILL, CO 80624-9314 Legal Description Situs Address 7462 ALL 3 5 63 EXC UPRR RES (2S) Year Tax Interest Fees Payments Balance Tax Charge 2023 $203 64 $0.00 $0.00 $0.00 $203.64 Total Tax Charge $203.64 Grand Total Due as of 02/05/2024 $203 .64 Tax Billed at 2023 Rates for Tax Area 0737 - 0737 Authority Mill Levy Amount Values Actual Assessed WELD COUNTY 12 0240000* $73 . 70 AG-GRAZING LAND $23,207 $6, 130 SCHOOL DIST RE7-KERSEY 7 2490000 $44 44 Total $23,207 $6, 130 GALETON FIRE 4 0000000* $24 52 AIMS JUNIOR COLLEGE 6 3360000 $38 . 84 HIGH PLAINS LIBRARY 3 1960000 $ 19 60 WEST GREELEY CONSERVATION 0 4140000 $2 . 54 Taxes Billed 2023 33 2190000 $203 . 64 * Credit Levy ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES . CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE CONTACTED PRIOR TO REMITTANCE AFTER THE FOLLOWING DATES : PERSONAL PROPERTY, REAL PROPERTY, AND MOBILE HOMES - AUGUST 1 . TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIER'S CHECK. POSTMARKS ARE NOT ACCEPTED ON TAX LIEN SALE REDEMPTION PAYMENTS PAYMENTS MUST BE IN OUR OFFICE AND PROCESSED BY THE LAST BUSINESS DAY OF THE MONTH Weld County Treasurer's Office 1400 N 17th Avenue SSHItifini�. � � PO Box 458 ‘amer-Tit � ', Li" Greeley , CO 80632 l t • Phone : 970-400-3290 Pursuant to the Weld County Subdivision Ordinance , the attached Statement of Taxes Due issued by the Weld County Treasurer, are evidence of the status as of this date of all property taxes , special assessments , and prior tax liens attached to this account . Current year' s taxes§ are due but not delinquent. 4 ii J_ _ Signed • r'Ai/ Date : 421 1400 N . 17th Avenue , Greeley , CO 80631 or PO Box 458 , Greeley, CO 80632 . ( 970) 400-3290 Page 1 of 1 . 'Weld CountyTreasurer Statement of Taxes Due Account Number RI 176286 Parcel 079934100003 Assessed To WELLS RANCH 32010 COUNTY ROAD 63 GILL, CO 80624-9314 Legal Description Sims Address 7713 ALL 34 6 63 999 COUNTY ROAD 99 WELD Year Tax _ interest Fees Payments Balance Tax Charge 2023 $215.92 _ $0.00 $0 . 00 $0.00 $215 .92 Total Tax Charge $215.92 Grand Total Due as of 02/05/2024 S215 .92 Tax Billed at 2023 Rates for Tax Area 0737 - 0737 Authority Mill Levy Amount Values Actual Assessed WELD COUNTY 12.0240000* $78 16 AG-GRAZING LAND $20307 $5 ,470 SCHOOL DIST RE7-KERSEY 7.2490000 $47 12 FARM/RANCH $4,000 $270 GALETON FIRE 4 0000000* $26 00 RESIDENCE-IMPS AIMS JUNIOR COLLEGE 6.3360000 $41 18 OTHER BLDGS - $2,864 $760 AGRICULTURAL I-I1GH PLAINS LIBRARY 3 1960000 $20 77 WEST GREELEY CONSERVATION 0.4140000 $2 , 69 Total $27,571 $6,500 Taxes Billed 2023 33 2190000 $215 92 * Credit Levy ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES . CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE CONTACTED PRIOR TO REMITTANCE AFTER THE FOLLOWING DATES : PERSONAL PROPERTY, REAL PROPERTY , AND MOBILE HOMES - AUGUST 1 TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIER'S CHECK. POSTMARKS ARE NOT ACCEPTED ON TAX LIEN SALE REDEMPTION PAYMENTS PAYMENTS MUST BE IN OUR OFFICE AND PROCESSED BY THE LAST BUSINESS DAY OF THE MONTH Weld County Treasurer' s Office 1400 N 17th Avenue l PO Box 458 I` Greeley , CO 80632 Phone : 970-400-3290 Pursuant to the Weld County Subdivision Ordinance , the attached Statement of Taxes Due issued by the Weld County Treasurer , are evidence of the status as of this date of all property taxes , special assessments , and prior tax liens attached to this account . Current year' s taxep are due but not delinquent. 0 21. ),(22y l / Signed : Date : 1400 N . 17th Avenue , Greeley, CO 80631 or PO Box 458 , Greeley, CO 80632 . (970 ) 400-3290 Page 1 of 1 Weld County Treasurer 4 Statement of Taxes Due Account Number R4179986 Parcel 096510100008 Assessed To WELLS RANCH 32010 COUNTY ROAD 63 GILL, CO 80624-9314 Legal Description Situs Address 7471 E2 10 5 63 EXC OG&M Year Tax Interest Fees Payments Balance Tax Charge 2023 $ 102.66 $0 ,00 $0.00 $0.00 $ 102.66 Total Tax Charge $ 102 66 Grand Total Due as of 02/05/2024 $ 102.66 Tax Billed at 2023 Rates for Tax Area 0737 - 0737 Authority Mill Levy Amount Values Actual Assessed WELD COUNTY 12 0240000* $37 l5 AG-GRAZING LAND $ 11 ,696 $3 ,090 SCHOOL DIST RE7-KERSEY 7.2490000 $22.41 Total $ l 1 ,696 $3 ;090 GALETON FIRE 4. 0000000* $ 12. 36 AIMS JUNIOR COLLEGE 6.3360000 $ 19.58 HIGH PLAINS LIBRARY 3 . 1960000 $9. 88 WEST GREELEY CONSERVATION 0.4140000 $ 1 .28 Taxes Billed 2023 33 2190000 $ 102 66 Credit Levy ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE CONTACTED PRIOR TO REMITTANCE AFTER THE FOLLOWING DATES : PERSONAL PROPERTY, REAL PROPERTY, AND MOBILE HOMES - AUGUST 1 TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIER'S CHECK. POSTMARKS ARE NOT ACCEPTED ON TAX LIEN SALE REDEMPTION PAYMENTS . PAYMENTS MUST BE IN OUR OFFICE AND PROCESSED BY THE LAST BUSINESS DAY OF THE MONTH Weld County Treasurer' s Office - 1400 N 17th Avenue PO Box 458 _ - ; .r r Greeley , CO 80632 Phone : 970-400-3290 Pursuant to the Weld County Subdivision Ordinance , the attached Statement of Taxes Due issued by the Weld County Treasurer, are evidence of the status as of this date of all property taxes , special assessments , and prior tax liens attached to this account . Current year' s taxes are due but not delinquent. • ( f r II rf Signed : __i Date : 021 05 (22117 Ii 1400 N . 17th Avenue , Greeley, CO 80631 or Po Box 458 , Greeley, CO 80632 . (970 ) 400-3290 Page 1 of 1 , Weld County Treasurer • Statement of Taxes Due Account Number R4178386 Parcel 096502100001 ` Assessed To WELLS RANCH 32010 COUNTY ROAD 63 GILL, CO 80624-9314 Legal Description Situs tus Address 7458 ALL 2 5 63 EXC MINS ON N2NE4 & N2N2S2N E4 OS) Year Tax Interest Fees Payments Balance Tax Charge 2023 $204.30 $0.00 $0.00 $0.00 $204.30 Total Tax Charge $204.30 Grand Total Due as of 02/05/2024 $204.30 Tax Billed at 2023 Rates for Tax Area 0737 - 0737 Authority Mill Levy Amount Values Actual Assessed WELD COUNTY 12 . 0240000* $73 , 94 AG -GRAZING LAND $23,282 $6, 150 SCHOOL DIST RE7-KERSEY 7 2490000 $44. 58 Total $23,282 $6, 150 GALETON FIRE 4 0000000* $24. 60 AIMS JUNIOR COLLEGE 6 .3360000 $38.97 HIGH PLAINS LIBRARY 3 . 1960000 $ 19.66 WEST GREELEY CONSERVATION 0 4140000 $2.55 Taxes Billed 2023 33 .2190000 $204 . 30 * Credit Levy ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE CONTACTED PRIOR TO REMITTANCE AFTER THE FOLLOWING DATES : PERSONAL PROPERTY, REAL PROPERTY , AND MOBILE HOMES - AUGUST 1 . TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIER'S CHECK. POSTMARKS ARE NOT ACCEPTED ON TAX LIEN SALE REDEMPTION PAYMENTS . PAYMENTS MUST BE IN OUR OFFICE AND PROCESSED BY THE LAST BUSINESS DAY OF THE MONTH Weld County Treasurer's Office ° �- 1400 N 17th Avenue ,i PO Box 458 � , 4 _ _.--' , _ ., Greeley , CO 80632 _,ii -- - Phone : 970-400-3290 Pursuant to the Weld County Subdivision Ordinance , the attached Statement of Taxes Due issued by the Weld County Treasurer, are evidence of the status as of this date of all property taxes , special assessments , and prior tax liens attached to this account . Current year' s taxes are due but not delinquent.I) , , \VI 'i Al , s) a _ .I . 7 1 7 it f Signed : 16 r , ,C Date : Li Z 1 2105 '2(211 I/ 1400 N . 17th Avenue , Greeley , CO 80631 or PO Box 458 , Greeley, CO 80632 . ( 970) 400-3290 Page 1 of 1 Weld County Treasurer • Statement of Taxes Due Account Number R4180986 Parcel 096515100004 Assessed To WELLS RANCH 32010 COUNTY ROAD 63 GILL, CO 80624-9314 Legal Description Situs Address 7485 ALL 15 5 63 EXC UPRR RES Year Tax Interest Fees Payments Balance Tax Charge 2023 $20530 $0 00 $0.00 $0.00 $205.30 Total Tax Charge $205 .30 Grand Total Due as of 02/05/2024 $205 .30 Tax Billed at 2023 Rates for Tax Area 0737 - 0737 Authority Mill Levy Amount Values Actual Assessed WELD COUNTY 12 0240000* $74 31 AG-GRAZING LAND $23,392 $6, 180 SCHOOL DIST RE7-KERSEY 7 2490000 $44 80 Total $23,392 $6, 180 GALETON FIRE 4 0000000* $24 72 AIMS JUNIOR COLLEGE 6.3360000 $39. 16 HIGH PLAINS LIBRARY 3 . 1 960000 $ 19. 75 WEST GREELEY CONSERVATION 0.4140000 $2. 56 Taxes Billed 2023 33 2190000 $205 30 * Credit Levy ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES . CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE CONTACTED PRIOR TO REMITTANCE AFTER THE FOLLOWING DATES : PERSONAL PROPERTY , REAL PROPERTY, AND MOBILE HOMES - AUGUST 1 . TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIER'S CHECK. POSTMARKS ARE NOT ACCEPTED ON TAX LIEN SALE REDEMPTION PAYMENTS PAYMENTS MUST BE IN OUR OFFICE AND PROCESSED BY THE LAST BUSINESS DAY OF THE MONTH . w ,e Weld County Treasurer's Office , b ` r •, 1400 N 17t" Avenue `r ' _i PO Box 458 /. r ,, , . N i .v Greeley, CO 80632 _ if -t -' Phone : 970-400-3290 Pursuant to the Weld County Subdivision issued by the Ordinance , the attached Statement of Weld County treasurer, are evidence Taxes Due takes , special assessments , of the status as Of this date ofa � l ro ert p property Y and prior tax liens attached to this account . Current year's taxe are due but not de linquent. ,( fi mar, it , i r) , r 3 I\ 1 i i 1 Ill I / 1 - -- Signed :g ed . 1 • .... _ Date : /_ (.7--- I__ 1400 N 17th Avenue , Greeley, CO 80631 or PO Box 458 , Greeley, CO 80632 . ( 970 ) 400-3290 Page 1 of 1 Weld County Treasurer • Statement of Taxes Due Account Number R4180886 Parcel 096514100001 Assessed To WELLS RANCH 32010 COUNTY ROAD 63 GILL, CO 80624-9314 Legal Description Situs Address 7484 ALL 14 5 63 _ Year Tax Interest Fees Payments Balance Tax Charge 2023 $205 30 $0 00 $0.00 $0.00 $205.30 Total Tax Charge $205 30 Grand Total Due as of 02/05/2024 $205 .30 Tax Billed at 2023 Rates for Tax Area 0737 - 0737 Authority Mill Levy Amount Values Actual Assessed WELD COUNTY 12 0240000* $74 31 AG-GRAZING LAND $23,392 $6, 180 SCHOOL DIST RE7-KERSEY 7 2490000 $44. 80 Total $23 ,392 $6, 180 GALETON FIRE 4 0000000* $24 72 AIMS JUNIOR COLLEGE 6. 3360000 $39 16 HIGH PLAINS LIBRARY 3 . 1960000 $ 19 75 WEST GREELEY CONSERVATION 0 4140000 $2. 56 Taxes Billed 2023 33 .2190000 $205 .30 * Credit Levy ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES . CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE CONTACTED PRIOR TO REMITTANCE AFTER THE FOLLOWING DATES : PERSONAL PROPERTY, REAL PROPERTY, AND MOBILE HOMES - AUGUST 1 . TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIER'S CHECK. POSTMARKS ARE NOT ACCEPTED ON TAX LIEN SALE REDEMPTION PAYMENTS . PAYMENTS MUST BE IN OUR OFFICE AND PROCESSED BY THE LAST BUSINESS DAY OF THE MONTH . Weld County Treasurer' s Office ` `'' Jdtige ' 1400 N 17th Avenue PO Box 458 .uI � _mow l ,Fi Greeley , CO 80632 r Phone : 970-400-3290 Pursuant to the Weld County Subdivision Ordinance , the attached Statement of Taxes Due issued by the Weld County Treasurer, are evidence of the status as of this date of all property taxes , special assessments , and prior tax liens attached to this account . Current year' s taxes are due but not delinquent. M j � I I Signed : ` �. Date : 021 05 1262 1 1400 N . 17th Avenue , Greeley, CO 80631 or PO Box 458 , Greeley, CO 80632 . (970 ) 400-3290 Page 1 of 1 I Weld County Treasurer it Statement of Taxes Due Account Number R4180186 Parcel 096511100002 Assessed To WELLS RANCH 32010 COUNTY ROAD 63 GILL, CO 80624-9314 Legal Description Situs Address 7479 ALL 11 5 63 EXC UPRR RES Year Tax interest Fees Payments Balance Tax Charge _2023 $205 30 $0.00 $0.00 $0.00 $205.30 Total Tax Charge $205 30 Grand Total Due as of 02/05/2024 $205.30 Tax Billed at 2023 Rates for Tax Area 0737 - 0737 Authority Mill Levy Amount Values Actual Assessed WELD COUNTY 12.0240000* $74 31 AG-GRAZING LAND $23,392 $6, 180 SCHOOL DIST RE7-KERSEY 7 .2490000 $44. 80 Total $23,392 $6, 180 GALETON FIRE 4. 0000000* $24. 72 AIMS JUNIOR COLLEGE 6. 3360000 $39. 16 HIGH PLAINS LIBRARY 3 1960000 $ 19, 75 WEST GREELEY CONSERVATION 0. 4140000 $2 . 56 Taxes Billed 2023 33 2190000 $205 30 * Credit Levy ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE CONTACTED PRIOR TO REMITTANCE AFTER THE FOLLOWING DATES : PERSONAL PROPERTY , REAL PROPERTY, AND MOBILE HOMES - AUGUST 1 . TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIER'S CHECK. POSTMARKS ARE NOT ACCEPTED ON TAX LIEN SALE REDEMPTION PAYMENTS . PAYMENTS MUST BE IN OUR OFFICE AND PROCESSED BY THE LAST BUSINESS DAY OF THE MONTH Z4\ f Weld County Treasurer's Office -_. .. -r 1400 N 17th Avenue ..�.p . l PO Box ame-7-0 458 ,. . , , ,, eeley, CO 80632 Phone : 970-400-3290 Pursuant to the Weld County Subdivision Ordinance , the attached Statement of Taxes Due Issued by the Weld County Treasurer, are evidence of the st atus as of this date of all property taxes , special assessments , and prior tax liens attached to this account . Current year' s taxep are due but no t delinquent. / klik . pe gr..) Signed : ` ,, r --- 021k,t _ I _ _ Date : f2tj I 1400 N . 17th Avenue , Greeley , CO 80631 or PO Box 458 , Greeley, CO 80632 . (970 ) 400-3290 Page 1 of 1 I Weld County Treasurer it Statement of Taxes Due _______ a Account Number 84179686 Parcel 096510200003 Assessed To WELLS RANCH LLLP 32010 COUNTY ROAD 63 GILL, CO 80624-9314 Legal Description Sims Address 7473 UND 7/8 INT W2 10 5 63 Year Tax Interest Fees Payments Balance Tax Charge 2023 _ S89 70 $0.00 $0.00 $0.00 $89. 70 Total Tax Charge _ — $89. 70 Grand Total Due as of 02/05/2024 _ S89.70 Tax Billed at 2023 Rates for Tax Area 0737 - 0737 Authority Mill Levy Amount Values Actual Assessed WELD COUNTY 12 0240000* $32.45 AG -GRAZING LAND $ 10,234 $2 . 700 SCHOOL DIST RE7-KERSEY 7 2490000 $ 19 59 Total $ 10,234 $2,700 GAL ETON FIRE 4 0000000* $ 10 80 AIMS JUNIOR COLLEGE 6 3360000 $ 17 11 HIGH PLAINS LIBRARY 3 1960000 $8 63 WEST GREELEY CONSERVATION 0 4140000 $ 1 12 Taxes Billed 2023 33 .2190000 $89. 70 * Credit Levy ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES. CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE CONTACTED PRIOR TO REMITTANCE AFTER THE FOLLOWING DATES : PERSONAL PROPERTY, REAL PROPERTY , AND MOBILE HOMES - AUGUST 1 . TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIER'S CHECK, POSTMARKS ARE NOT ACCEPTED ON TAX LIEN SALE REDEMPTION PAYMENTS . PAYMENTS MUST BE IN OUR OFFICE AND PROCESSED BY THE LAST BUSINESS DAY OF THE MONTH Air' Weld County Treasurer' s Office :::.J.1,,,,,,,_ 1400 N 17th Avenue i ► ' PO Box 458 Greeley , CO 80632 'J 'i • F • Phone : 970-400-3290 Pursuant to the Weld County Subdivision Ordinance , the attached Statement of Taxes Due issued by the Weld County Treasurer, are evidence of the status as of this date of all property taxes , special assessments , and prior tax liens attached to this account . Current year' s taxes are due but not delinquent. � I f ( ) 9 ig, / k/ 'ASigned . , `= � Date : 02105 12c2L/ I , 1 . ! 1400 N . 17th Avenue , Greeley, CO 80631 or PO Box 458 , Greeley, CO 80632 . (970 ) 400-3290 Page 1 of 1 Hello