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Home My WebLink About20170277.tiffUSE BY SPECIAL REVIEW U R APPLICATION DEPARTMENT OF PLANNING SERVICES * 1555 N. 17TH AVENUE * REELEY, CO 80631 ww .weldgo v. con * 970-353+6'100 EX!' 3540 * FAX 9704046498 FOR PLANNING DEPARTMENT USE: AMOUNT $ APPLICATION RECEIVED BY DATE RECEIVED: CASE # ASSIGNED: PLANNER ASSIGNED; 1299-30-1-00-002, 1209-30-1-00-0014 1209-30-000034. Parcel Number*: 1209-30-1-00-013 - - Address of site: 6788 HWY 66 Weld, address of current facility Legal Description: Zone District: AG Lots C & D of Amended Recorded Exemption RE 1X091; Lots A & B RECX 15+0134; part of NW4NE4 30-347 Section: 30 1209.39-1-99-012 Township: 3 N Range: ei Acreage: 273 +t- FloodplainYON Geological Hazard:OY Q Airport Overlay:0Y FEE OWNER(S) OF THE PROPERTY: Name: Platteville Dairy, LLC and Aurora Organic Dairy Company: Phone #: Email: Street Address: 191914th Street, Suite 300 City/State/ZipCode: Boulder, CO 80302-5321 Name: Rademacher Farms Limited Liability company a under contract to purchase by Aurora Organic Dairy Company: Phone : Email: Street Address: 6490 66 Hwy City/State/p Code: Weld County, Colorado 8054 Name: Company: Phone It Street Address: Email: CityiState/3p Code: APPLICANT OR AVT ORIZE D AGENT (See below Authorization must acconvany all applications signed byAuthorized Agents) Name: Anne Best Johnson Company: Tetra Tech Phone #: 720-864-4555 Email: anne jehnson@tetratech con Street Address: 1900 South Sunset Street, suite leE City/State/Zip Code: Longmont, CO 80501 PROPOSED USE: Master Plan for Agricultural Senfice Establishment, Dairy Products Processing, Blo Fuel Facility, Storage and Parking of Semi Trailers and Cabs I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or contained within the application are true and correct to the bestof my (our)knowledge. Signatures of all fee owners of property mustsign t sign this application. If an Authorized Agent signs, a letter of authorization from all fee owners must be included with the application. If a corporation is the fee owner, notarized evidence must be included indicating that the signatory has to legal corporation. 2%44.„ Signat Owner or Authorized Agent Date Signature: Owner or Authorized Agent Date p Print Nam Print Name Rev 42016 SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW (USR) PROCEDURAL GUIDE SUBMITTAL CHECKLIST APPLICATION REQUIREMENTS: J One original application form (additional copies may be required, on request of the Department of Planning Services) One copy of the Special Review plat map (24" X 36") - see attached page for map requirements One digital or electronic copy of completed application materials, if required One original Special Review Use questionnaire NA One original Weld County Access Permit Application Form, if required. Clearly indicate all existing and proposed accesses (residential, agricultural, oil and gas, ditch, etc). Note, Access is from SH 66 One copy of document showing evidence of adequate water supply (e.g. well permit or letter from water district). If using a well, please complete the attached Water Supply Information Summary. One copy of document showing evidence of adequate sewage disposal e. . septic -permit or letter from the sanitary q g P � 9 P J sewer district) One original Certificate of Conveyances form and any attachments, completed within thirty days of the application submission date One copy of affidavit and certified list of the names, addresses and the corresponding parcel identification number assigned by the Weld County Assessor of the owners' of property (the surface estate) within five hundred feet of property being considered. This list shall be compiled from the records of the Weld County Assessor, the Weld County Website, www.co.weld.co.us or a person qualified to do the task, and shall be current as of a date no more than thirty days prior to the date the application is submitted to the Department of Planning Services. One original Emer Emergency Information Sheet(for Commercial only) g Y Y) Notice of Inquiry if located within an Intergovernmental Agreement (IGA) boundary Application fee Investigation fee, if required (fifty percent of permit fee) Drainage Report Traffic Study Waste Handling Plan Dust Abatement Plan Flood Hazard Development Permit (FHDP) Geologic Hazard Development Permit (GHDP) Special Review plat recording fee ($11.00 first page + $10.00 each additional page) The applicant shall submit 'I packet containing one original of all of the above for a 7 day completeness review. Three (3) additional copies of the Plat Map and any required Reports (Traffic Study or Drainage Report) shall be submitted and kept separate to be collated by Planning Staff. The packet shall be bound with either paper clips or binder clips (no substitutes). Applications bound in any other fashion may be returned to the applicant without review. Updated 12!12 Platteville Dairy, tit Aurora Organic Dairy 1919 14th Street, Suite 300 Boulder, CO 80302-5321 August 3, 2016 Mr. Chris Gathman Weld County Planning 1555 North 17th Avenue Greeley, CO 80631 RE: Designation of Authorized Agent Dear Mr. Gathman: n: Platteville Dairy, LLC and Aurora Organic Dairy authorizes Tetra Tech to be the Authorized Agents for the USR being proposed on our property located on Lots A and B of Amended Recorded Exemption, RECX15- 0134; a 5 '- acre parcel of land containing a pond located in part of the northwest quarter of the northeast quarter; and Lots C and D of Recorded Exemption REC 1G-0091, all within Section 30, Township 3 North, Range 671 West. We are under contract with Rademacher Farms, LLC for the purchase of Lots C and D of Recorded Exemption RECX1G-OO91. We authorize Anne Best Johnson, Jeff Butson and other representatives from Tetra Tech IMR to be the designed point of contact for communications from the County about the application, Sincerely, Signatu r+' Signature cr) Riavika) AL -6 (lots D-te4, Printe�Name and Title Printed Name and Title OFFICE OF THE SECRETARY OF STATE OF THE STATE OF COLORADO CE TIFICATE OF FACT OF GOOD STANDING I, Wayne W. Williams, as the Secretary of State of the State of Colorado, hereby certify that, according to the records of this office, Aurora Organic Dairy Corp. is an entity formed or registered under the law of Delaware , has complied with all applicable requirements of this office, and is in good standing with this office. This entity has been assigned entity identification number 20031276930 . This certificate reflects facts established or disclosed by documents delivered to this office on paper through 01/06/2016 that have been posted, and by documents delivered to this office electronically through 01/07/2016 @ 15:43:57 . 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 01/07/2016 @ 15:43:57 in accordance with applicable law. This certificate is assigned Confirmation Number 944485 Secretary of" state of the sate of Colorado *********************************************End ©Certificate **************'******************** ********.* Notice: A certificate issued electronically from the Colorado Secretary of State Web site is fully and immediately valid and effective. However, as anoption, the issuance and validity of a certificate obtained electronically may be established by visiting die Validate a Certificate page of the Secretary, of State's Web site, http:11www.sos.state.co.us/bizirertificateSearchCritefia.do 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 our Web site, http:l/www.sos.state.co,us/ click "Businesses, trademarks', trade names" and select "Frequently Asked Questions." OFFICE OF THE SECRETARY OF STATE OF THE STATE OF COLORADO CERTIFICATE OF DOCUMENT FILED I, Wayne W. Williams , 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 Articles of Organization with Document # 20131663773 of Aurora Organic Dairy International, LLC Colorado Limited Liability Company (Entity ID # 20131663773 ) consisting of 3 pages. This certificate reflects facts established or disclosed by documents delivered to this office on paper through 01/06/2016 that have been posted, and by documents delivered to this office electronically through 01/08/2016@ 09:17:51. 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 01/08/2016 cry 09:17:51 in accordance with applicable law. This certificate is assigned Confirmation Number 9445481 Secretary of Stale of the Slate of Colorado *********************************************End e e e e +� r, e r + r, a r, + r e r + r + r, + e e e, + e e r r r r r r + r + e r + e e e r e e e x *** x * **x*********x***********En ei i sate x , *****x x}.xxxxxxxxx xx Notice: A certificate issued electronically from the Colorado Secretary of State s L Web site 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 Web site, http://www.sos.state.co.usibiziCertificateSearchCriteria.do us/biz/Certi ficateSearchCriteria.do entering the certi cate 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 our Web site, http://www+sos..state.co.as/ click "Businesses, trademarks, trade names" and select "Frequently Asked Questions." 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.sos.state.co.us. -Filed Colorado Secretary of State Date and Time: 11/20/2013 11:17 AM ID Number: 20131663 773 Document number:. 20131663773 Amount Paid: $50.00 ABOVE SPACE FOR OFFICE USE ONLY Articles of Organization filed pursuant to § 7-80-203 and § 7-80-204 of the Colorado Revised Statutes (C.R.S.) 1. The domestic entity name of the limited liability company is Aurora Organic Dairy International, LLC (The name of a limited liability company must contain the term or abbreviation :.limited liability company ,:, "ltd liability company " ,.limited liability co. ' r "ltd. liability co.", "limited", "1.1.c.", `.1lc ", or "ltd.". See P-90-601, C.R.S.) (Caution: The use of certain terms or abbreviations are restricted by law. Read instructions for more information.) 2. The principal office address of the limited liability company's initial principal office is Street address Mailing address (leave blank if same as street address) 1919 14th Street, Suite 300 (Street number and name) Boulder CO 80302 (City) (State) 'ZIP/Postal Code) United States (Province — if applicable) (Countn (Street number and name or Post Office Box information) (City) (State) (ZIP/Postal Code) (Province — if applicable) (Country,) i 3. The registered agent name and registered agent address of the limited liability company's initial registered agent are Name (if an individual) or (if an entity) (Caution: Do not provide both an individual and an entity name.) Sachnoff (Last) Lee F. (First) (Middle) (Surf ix,) Street address Mailing address (leave blank if same as street address) 1801 California Street, Suite 3000 (Street number and name) Denver (City) CO 80202 (State) (ZIP Code) (Street number and name or Post Office Box information) ARTORG LLC Page 1 of 3 Rev. 12/01/2012 ( I he following statement is adopted by marking the bat) The person appointed as registered agent has consented to being so appointed. VP Co (State) (ZIP Code) 4. The true name and mailing address of the person forming the limited liability company are Name (if an individual) or (if an entity) (Last) (First) Aurora Organic Dairy Corp. • (Middle) (Suffix) (Caution: Do not provide both an individual and an entity name.) Mailing address 1919 14th Street, Suite 300 (Street number and name or Post Office Box information) Boulder CO 80302 (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) The limited liability company has one or more additional persons forming the limited liability company and the name and mailing address of each such person are stated in an attachment. 5. The management of the limited liability company is vested in (Mark the applicable box.) one or more managers. or the members. 6. (The following statement is adopted by marking the box.) There is at least one member of the limited liability company. Ye 7. (If the following statement applies, adopt the statement by marking the box and include an attachment.) This document contains additional information as provided by law. 8. (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, 'applicable, time using the required fbrmat.) 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, G.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. ARTORG LLC Page 2 of 3 Rev. 12/01/2012 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. 9. The true name and mailing address of the individual causing the document to be delivered for filing are Sachnoff Lee F. (Last) (,first) 1801 California Street, Suite 3000 (Middle) (Suffix) (Street number and name or Post Office Box information) Denver CO 80202 (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. 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). ARTORG LLC Page 3 of 3 Rev. 12/01/2012 Document must be filed electronically. Paper documents will not be accepted. Document processing fee Fees & forms/cover sheets are subject to change. To access other information or print copies of filed documents, visit www.sos.state.co.us and select Business Center. $50.00 Colorado Secretary of State Date and Time: 02/12/2010 11:20 AM ID Number: 20101090299 Document number:. 20101090299 Amount Paid: $50.00 ABOVE SPACE FOR OFFICE USE ONLY Articles of Organization filed pursuant to § 7-80-203 and § 7-80-204 of the Colorado Revised Statutes (C.R.S.) 1. The domestic entity name of the limited liability company is Platteville Dairy, LLC (The name of a limited liability company must contain the term or abbreviation "limited liability company", "ltd. liability company", "limited liability co.", "ltd. liability co.", "limited", "l,1,c.", "11c", or "ltd.". See §7-90-601, C.R.S.) (Caution: The use of certain terms or abbreviations are restricted by law. Read instructions for more information.) 2. The principal office address of the limited liability company's initial principal office is Street address Mailing address (leave blank if same as street address) (Street number and name or Post Office Box information) 1401 Walnut Street, Suite 500 (Street number and name) Boulder (City) CO 80302 (State) (ZIP/Postal Code) United States (Province — if applicable) (Country) (City) (State) (ZIP/Postal Code) . (Province — if applicable) (Country) 3. The registered agent name and registered agent address of the limited liability company's initial registered agent are Name (if an individual) OR (if an entity) Sachnoff (List) Lee F. (First) (Middle) (Suffix) (Caution: Do not provide both an individual and an entity name.) Street address 370 17th Street, Suite 5350 (Street number and name) Denver Co 80202 (City) (State) (ZIP Code) ARTORG _ LLC Page 1 of 3 Rev. 02/28/2008 Mailing address (leave blank if same as street address) (Street number and name or Post Office Box information) (The following statement is adopted by marking the box.) The person appointed as registered agent has consented to being so appointed. (City) CO (State) (ZIP Code) 4. The true name and mailing address of the person forming the limited liability company are Name (if an individual) OR (if an entity) Peperzak Marcus E . (Last) (First) (Middle) (Suffix) (Caution: Do not provide both an individual and an entity name.) 1401 Walnut Street, Suite 500 Mailing address (Street number and name or Post Office Box information) Boulder CO 80302 (City) U n its6d tc' tes (ZIP/Postal Code) • (Province — if applicable) (Country) (If the following statement applies, adopt the statement by marking the box and include an attachment.) The limited liability company has one or more additional persons forming the limited liability company and the name and mailing address of each such person are stated in an attachment. S. The management of the limited liability company is vested in (Mark the applicable box.) one or more managers. OR the members. 6. (The following statement is adopted by marking the box.) There is at least one member of the limited liability company. Vt 7. (if the following statement applies, adopt the statement by marking the box and include an attachment) ❑ This document contains additional information as provided by law, 8. (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) ARTORG _ LLC Page 2 of 3 Rev. 02/28/2008 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. ). T h e true name and mailing address of the individual causing the document to be delivered for filing are Peperzak Marcus (Last) (First) 1401 Walnut Street, Suite 500 B. (Middle) (Suffix) (Street number and name or Post Office Box information) Boulder CO 80302 (City) .state) (ZIP/Postal Code) United ( States (Province — if applicable) (Country) . (If the following statement applies, adopt the statement b. y marking the bo. x 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. 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). ARTORG LLC Page 3 of 3 Rev. 02/28/2008 OFFICE OF THE SECRETARY OF STATE OF THE STATE OF COLORADO CERTIFICATE OF FACT OF GOOD STANDING I, Wayne W. Williams, as the Secretary of State of the State of Colorado, hereby certify that, according to the records of this office, Platteville Dairy, LLC is a Limited Liability Company formed or registered on 02/12/2010 under the law of Colorado, has complied with all applicable requirements of this office, and is in good standing with this office. This entity has been assigned entity identification number 20101090299 . This certificate reflects facts established or disclosed by documents delivered to this office on paper through 01,'27/2016 that have been posted. and by documents delivered to this office electronically through 01,28/2016 @ 13:19:10 . 1 have affixed hereto the Great Seal of the State of Colorado and duly generated, executed, and issued this official certificate at Denver, Colorado on 01/28/2016 @ 13:19:10 in accordance with applicable law. This certificate is assigned Confirmation Number 9477785 Secretary of Stale of the Slate of Colorado *********************************************EndoCerti irate ***********************xr:x*xxxxxxxxxxxlcxxxx Notice: A certificate issued electronically from the Colorado Secretary of States Web site is filly 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 States Web site, http://www.sos.state.co.us/biz/CertificateS'earchcriteria.do entering the certificate's core firmation 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 our Web site, http:// www.sos.state.co.us/ click "Businesses, trademarks, trade names" and select "Frequently Asked Questions." 1 The printed portions of this form, except differentiated additions, have been approved by the Colorado Real Estate Commission. 2 (CBS4-6-15) (Mandatory 1-16) 3 4 THIS FORM HAS IMPORTANT LEGAL CONSEQUENCES AND THE PARTIES SHOULD CONSULT LEGAL AND TAX OR 5 OTHER COUNSEL BEFORE SIGNING. 6 7 8 9 10 11 12 13 CONTRACT TO BUY AND SELL REAL ESTATE {LAND} (E) Property with No Residences) (El Property with Residences -Residential Addendum Attached) i _ AGREEMENT Date: June 21 14 1. AGREEMENT. Buyer agrees to buy and Seller agrees to sell, the Property described below on the terms and conditions set 15 forth in this contract (Contract). 16 2. PARTIES AND PROPERTY. 17 2.1. Buyer, Buyer, Platte /Fie r Br ed assi ns - -- , will take title to the Property 18 described below as ❑ Joint Tenants Tenants In Common ,® Other 100% undivided interest 19 2.2. No Assignability. This Contract Is Not assignable by Buyer unless otherwise specified in Additional Provisions. 20 243. Seller. Seller, Rademacher Farms Lhnited Liability Company a Colorado limited iiabili corn ; an , is. 21 the current owner of the Property described below. 22 2.4. Property. The Property is the following legally described real estate in the County of Weld , Colorado: 23 24 25 26 27 known as No. one Vacant Land 28 Street Address City State Zip 29 together with the interests, easements, rights, benefits, improvements and attached fixtures appurtenant thereto, and all interest of 30 Seller in vacated streets and alleys adjacent thereto, except as herein excluded (Property). 31 2.5. Inclusions. The Purchase Price includes the following items (Inclusions): 32 2.5.1. Inclusions. The following items, whether fixtures or personal property, are included in the Purchase Price 33 unless excluded under Exclusions: all irrigation equipment (including without limitation all pumps, ,pipe and pivot sprinkler 34 systems anas soelated equipment). 35 36 37 If any additional items are attached to the Property after the date of this Contract, such additional items are also included in the 38 Purchase Price. 39 2.5.2. Personal Property — Conveyance. Any personal property must be conveyed at Closing by Seller free and 40 clear of all taxes (except personal property taxes for the year of Closing), liens and encumbrances, except NM 41 Conveyance of all personal property will be by bill of sale or other applicable legal instrument. 42 2.6. Exclusions. The following items are excluded (Exclusions): None 43 44 45 2.7. Water Rights, Well Rights, Water and Sewer Taps. 46 ❑ 2.7.1. Deeded Water Rights. The following legally described water rights: None 47 48 49 50 51 52 See .habit A Any deeded water rights will be conveyed by a good and sufficient NM deed at Closing. ❑ 27.2. Other Rights Relating to Water. The following rights relating to water not included in § 2.71, 2.7.3, 2.7.E and 2.7.5, will be transferred to Buyer at Closing: NM (0035074 / 2 }No. CBS4-645. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) Page 1 of lb AYI� 483940284367.11 RR 53 54 In 2.7.3. Well Rights. Seller agrees to supply required information to Buyer about the well. Buyer understands that 55 if the well to be transferred is a "Small Capacity Well" or a "Domestic Exempt Water Well," used for ordinary household 56 purposes, Buyer must, prior to or at Closing, complete a Change in Ownership form for the well. If an existing well has not been 57 registered with the Colorado Division of Water Resources in the Department of Natural Resources (Division), Buyer must 58 complete a registration of existing well form for the well and pay the cost of registration. If no person will be providing a closing 59 service in connection with the transaction, Buyer must file the form with the Division within sixty days after Closing. The Well 60 Permit # is 61 2.7.4. Water Stock Certificates. The water stock certificates to be transferred at Closinare as follows: 62 63 64 65 66 67 conveyed as part of the Purchase Price as follows: None 68 69 70 If any water or sewer taps are included in the sale, Buyer is advised to obtain, from the provider, written confirmation of 71 the amount remaining to be paid, if any, time and other restrictions for transfer and use of the taps. 72 2.7.6. Conveyance. If Buyer is to receive any rights to water pursuant to § 2,7.2 (Other Rights Relating to Water), 73 § 2.7,3 (Well Rights), or § 2.7.4 (Water Stock Certificates), Seller agrees to convey such rights to Buyer by executing the 74 applicable legal instrument at Closing. 75 2.8 Growing Crops. With respect to growing crops, Seller and Buyer agree as follows: Pursuant to Tamen, Lease, 76 dated June 17 2016 by and between Buyer and Seller, Buyer teas all rights to ro i . cro1 s. 77 78 2.7.5. Water and Sewer Taps. The parties agree that water and sewer taps listed below for the Property are being 79 3. DATES AND DEADLINES. Item No. Reference Event Date or Deadline 1- ' 4.3 Alternative Earnest Money Deadline EC + 3 business days Title 8.1 Record Title Deadline MEC +30 3 § 8.2 Record Title Objection Deadline , EC + 60 § 83 Off -Record Title Deadline E cr +30 § 8.3 Off -Record Title Objection Deadline MEC + 60 6 § 8.4 Title Resolution Deadline E +65 7 _ ... § 8.6 Right of First Refusal Deadline NM Owners' Association § 7.3 1 Association Documents Deadline NM § 7.4 Association Documents Objection Deadline NSA Seller's Property Disclosure 10 § 10.1 Seller's Pro ,erty Disclosure Deadline MEC +30 Loan and Credit -_ 11 I 5A Loan Application Deadline , 12 § 5.2 � Loan Objection Deadline NM 13 § 5.3 Buyer's Credit Information Deadline -- - N/A 14 53 Disa roval of Bu er's Credit Information Deadline N/A 15 § 54 Existing Loan Documents Deadline NIA 16 § 5.4 Existing Loan Documents Objection Deadline NM 17 § 5.4 Loan Transfer Approval Deadline NIA 18 § 4.7 Seller or Private Financing Deadline /A Appraisal --- - .19 § 6.2 Appraisal Deadline - NIA 20 § 6.2 Appraisal Objection - --- Deadline N/A 21 j§ 6.2 Appraisal Resolution Deadline / _- _._....� {00350746 /2 }No. CB 45. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) 4839-8028-0361.1 I Page 2 of 1a 0410 Item No. Reference j Event Date or Deadline urvey 22 9.1 New ILC or New Survey Deadline MEC + 55 23 9.3 New ILC or New SurveSurvey Objection Deadline MEC + 60 24 § 9.14 New ILC or New Survey Resolution Deadline MEC + 65 Inspection and Due Diligence 25 .' 10.3 Inspection Objection Deadline MEC + 60 26 § 1043 Ins ection Resolution Deadline - ! MEC + 65 27 1 § 10.5 Property Insurance Objection Deadline N/A 28 10.6 Due Dili&ence Documents Delivery Deadline MEC + 30 29 § 10.6 i Due Diligence Documents Objection Deadline MEC ' + 60 30 § 10.6 Due Diligence Documents Resolution Deadline MEC + 65 31 _-- § 10.6 Environmental Inspection. Objection Deadline MEC + 60 _ 32 § 10.6 ADA Evaluation Objection Deadline - -- N/A 33 § 10.7 Conditional Sale Deadline NIA 34 § 11.1....— Tenant Estoppel Statements Deadline NM 35 11.2 Tenant Lsto el Statements Objection Deadline N/A Closing and Possession 36 --. -§ 12.3 Closing Date 1 MEC + 90 - See Addendum Sec. 3 37 17 Possession Date At Closing 38 17 Possession Time - - - At Closin 39 _ 28 Acceptance Deadline Date _ June 27, 2016 40 § 8 Acee stance Deadline Time 5:00 PM Mountain 80 3.1. Applicability of Terms. Any box checked in this Contract means the corresponding provision applies. Any box, 81 blank or line in this Contract left blank or completed with the abbreviation ''A", or the word "Deleted" means such provision, 82 including any deadline, is not applicable and the corresponding provision of this Contract to which reference is made is deleted. If 83 no box is checked in a provision that contains a selection of "None", such provision means that "None" applies. 84 The abbreviation "MEC" (mutual execution of this Contract) means the date upon which both parties have signed this Contract. 85 4. PURCHASE PRICE AND TERMS. 86 4.1. Price and Terms. The Purchase Price set forth below is payable in U.S. Dollars by Buyer as follows: Item No. Reference Item - .- Amount .Amount 1 4.1 Purchase Price 2 § 4.3 Earnest Money 3 § 4.5 New Loan § 4.6 Assumption Balance § 4.7 - ..- Private Financing6 § 4,7 Seller Financing 7 8 9 § 4A Cash at Closing $ 10 TOTAL $ $ 87 4*2. Seller Concession. At Closing, Seller will credit to Buyer $ NM (Seller Concession). The Seller 88 Concession may be used for any Buyer fee, cost, charge or expenditure to the extent the amount is allowed by the Buyer's lender 89 and is included in the Closing Statement or Closing Disclosure, at Closing. Examples of allowable items to be paid for by the 90 Seller Concession include, but are not limited to: Buyer's closing costs, loan discount points, loan origination fees, prepaid items 91 and any other fee, cost, charge, expense or expenditure. Seller Concession is in addition to any sum Seller has agreed to pay or 92 credit Buyer elsewhere in this Contract. 93 4.3+ Earnest Money. The Earnest Money set forth in this section, in the form of a, 94 a check drawn on good unds , will be payable to and held by First American Title. Company {00350746 / 2 }No. CBS -15. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) 4839-8028s0367,1 I wire transfer or (Earnest Page 3of16 95 Money Holder), in its trust account, on behalf of both Seller and Buyer. The Earnest Money deposit must be tendered, by Buyer, 96 with this Contract unless the parties mutually agree to an Alternative Earnest Money Deadline for its payment. 97 4.3.1. Alternative Earnest Money Deadline. The deadline for delivering the Earnest Money, if other than at the 98 time of tender of this Contract, is as set forth as the Alternative Earnest Money Deadline. 99 4.3.2. Return or Earnest Money. If Buyer has a Right to Terminate and timely terminates, Buyer is entitled to 100 the return of Earnest Money as provided in this Contract. If this Contract is terminated as set forth. in § 25 and, except as provided 101 in § 24, if the Earnest Money has not already been returned following receipt of a Notice to Terminate, Seller agrees to execute 102 and return to Buyer or Broker working with. Buyer, written mutual instructions (e.g., Earnest Money Release form), within three 103 days of Seller's receipt of such form, 104 4.4. Form of Funds; Time of Payment; Available Funds. 105 4.4.1. Good Funds. All amounts payable by the parties at Closing, including any loan proceeds, Cash at Closing 106 and closing costs, must be in funds that comply with all applicable Colorado laws, including electronic transfer funds, certified 107 check, savings and loan teller's check and cashier's check. (Good Funds). 108 4.4.2. Time of Payment; Available Funds. All funds, including the Purchase Price to be paid by Buyer, must be 109 paid before or at Closing or as otherwise agreed in writing between the parties to allow disbursement by Closing Company at 1I0 Closing OR SUCH NONPAYING PARTY WILL 13E IN DEFAULT. Buyer represents that Buyer, as of the date of this 111 Contras 0 Does D Does Not have funds that are immediately verifiable and available in an amount not less than the amount 112 stated as Cash at Closing in § 4.1. 113 4.5. New4mTeet 114 -1. _ 115 , • 5 . 116 4• . , Bu ar Ma elect "financing. 117 118 i f per • qtr 119 120 121 122 123 124 125 not exceed s per annum and the new pr y wY 12 • 127 whieh-eattses4he-am 128 the' 129 . . . 130 131 13 amount not to �ax+c+aed . 133 .7. S eller o r P rivat�e Financing. 134 ' 135 136 • 137 • • 138 . ' 139 140 • 141 142 143 144 I . • r y • 7 .7f • • • • • • . . . againere forth in44. l payable at S . 4 a • r • . a 145 146 147 itIP• 148 •,aa.-. s • • It . Y . . fide Seller financing, this Contract is conditional upon 4 • it • {00350746 / 2 )No. 0 -6-15. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) 4839-8028-0367.11 4 • ..• . U. re *It Page 4 of 16 yi\ w1It, R R � 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 ! • s ASSOGIATIONt • • • • T • • a • • • • I • • • • , S. • • • 0 f i f T 7 • • 3 • a • s 4 • • • • • • • • • • r • a • • 3 • • 4 , • • a r • • • • • • ■ • • • • • • • • • 7 • • • ♦ • I, ! • • • a • • • • • ♦ 4 • 247 8. TITLE INSURANCE, RECORD TITLE AND OFF -RECORD TITLE. 248 249 250 • a 251 252 253 • e4 a€ 254 255 256 • • 8.1. Evidence of Record Title. 4' 8.1.2. Buyer Selects Title Insurance Company. If this box is checked, Buyer will select the title insurance company to furnish the owner's title insurance policy at Buyer's expense. On or before Record Title Deadline, Buyer must furnish to Seller, a current commitment for owner's title insurance policy (Title Commitment), in an amount equal to the Purchase Price. • • • • • r 4 a • {00350746 t 2 }No• CBS4 I1S. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) 4839-8028-0367.11 VIOL Page of 16 adk. (\L., 88 I 257 8.1.3. Owner's Extended Coverage (OEC). The Title Commitment El Will II Will Not contain Owner's 258 Extended Coverage (OEC). If the Title Commitment is to contain OEC, it will commit to delete or insure over the standard 259 exceptions which relate to: (1) parties in possession, (2) unrecorded easements, (3) survey matters, (4) unrecorded mechanics' 260 liens, (5) gap period (period between the effective date and time of commitment to the date and time the deed is recorded), and (6) 261 unpaid taxes, assessments and unredeemed tax sales prior to the year of Closing. Any additional premium expense to obtain OEC 262 will be paid by Buyer fr Seller Q One -Hall` by Buyer and One -Half by Seller Other 263 Regardless of whether the Contract requires OEC, the Title Insurance Commitment may not provide OEC or delete or insure over 264 any or all of the standard exceptions for OEC. The Title Insurance Company may require a New Survey or New II., defined 265 below, among other requirements for OEC. If the Title Insurance Commitment is not satisfactory to Buyer, Buyer has a right to 266 object under § 8.4 (Right to Object to Title, Resolution). 267 8.1.4. Title Documents. Title Documents consist of the following: (1) copies of any plats, declarations, covenants, 268 conditions and restrictions burdening the Property, and (2) copies of any other documents (or, if illegible, summaries of such 269 documents) listed in the schedule of exceptions (Exceptions) in the Title Commitment furnished to Buyer (collectively, Title 270 Documents). 271 8.1.5. Copies of Title Documents. Buyer must receive, on or before Record Title Deadline, copies of all Title 272 Documents. This requirement pertains only to documents as shown of record in the office of the clerk and recorder in the county 273 where the Property is located. The cost of furnishing copies of the documents required in this Section will be at the expense of the 274 party or parties obligated to pay for the owner's title insurance policy. 275 8.1.6. Existing Abstracts of Title. Seller must deliver to Buyer copies of any abstracts of title covering all or any 276 portion of the Property (Abstract of Title) in Seller's possession on or before Record Title Deadline. 277 8.2. Record Title. Buyer has the right to review and object to the Abstract of Title or Title Commitment and any of the 278 Title Documents as set forth in § 8.4 (Right to Object to Title, Resolution) on or before Record Title Objection Deadline. 279 Buyer's objection may be based on any unsatisfactory form or content of Title Commitment or Abstract of Title, notwithstanding 280 § 13, or any other unsatisfactory title condition, in Buyer's sole subjective discretion. If the Abstract of Title, Title Commitment or 281 Title Documents are not received by Buyer, on or before the Record Title Deadline, or if there is an endorsement to the Title 282 Commitment that adds a new Exception to title, a copy of the new Exception to title and the modified Title Commitment will be 283 delivered to Buyer. Buyer has until the earlier of Closing or ten days after receipt of such documents by Buyer to review and object 284 to: (1) any required Title Document not timely received by Buyer, (2) any change to the Abstract of Title, Title Commitment or 285 Title Documents, or (3) any endorsement to the Title Commitment. If Seller receives Buyer's Notice to Terminate or Notice of 286 Title Objection, pursuant to this § 8.2 (Record Title), any title objection by Buyer is governed by the provisions set forth. in § 8.4 287 (Right to Object to Title, Resolution). If Seller has fulfilled all Seller's obligations, if any, to deliver to Buyer all documents 288 required by § 8.1 (Evidence of Record Title) and Seller does not receive Buyer's Notice to Terminate or Notice of Title Objection 289 by the applicable deadline specified above, Buyer accepts the condition of title as disclosed by the Abstract of Title, Title 290 Commitment and Title Documents as satisfactory. 291 8.3. Off -Record Title. Seller must deliver to Buyer, on or before Off -Record Title Deadline, true copies of all existing 292 surveys in Seller's possession pertaining to the Property and must disclose to Buyer all easements, liens (including, without limitation, 293 governmental improvements approved, but not yet installed) or other title matters (including, without limitation, rights of first refusal 294 and options) not shown by public records, of which Seller has actual. knowledge (Off -Record Matters). Buyer has the right to inspect 295 the Property to investigate if any third party has any right in the Property not shown by public records (e.g., unrecorded easement, 296 boundary line discrepancy or water rights). Buyer's Notice to Terminate or Notice of Title Objection of any unsatisfactory 297 condition (whether disclosed by Seller or revealed by such inspection, notwithstanding § 8.2 and § 13), in Buyer's sole subjective 298 discretion, must be received by Seller on or before Off -Record Title Objection Deadline. If an Off -Record Matter is received by 299 Buyer after the Off -Record Title Deadline, Buyer has until the earlier of Closing or ten days after receipt by Buyer to review and 300 object to such Off -Record Mauer, If Seller receives Buyer's Notice to Terminate or Notice of Title Objection pursuant to this § 8,3 301 (Off -Record Title), any title objection by Buyer and this Contract are governed by the provisions set forth in § 8.4 (Right to Object 302 to Title, Resolution). If Seller does not receive Buyer's Notice to Terminate or Notice of Title Objection by the applicable deadline 303 specified above, Buyer accepts title subject to such rights, if any, of third parties of which Buffer has actual knowledge. 304 8.4. Right to Object to Title, Resolution. Buyer's right to object to any title matters includes, but is not limited to those 305 matters set forth in §§ 8.2 (Record Title), 8.3 (Off -Record Title) and 13 (Transfer of Title), in Buyer's sole subjective discretion. If 306 Buyer objects to any title matter, on or before the applicable deadline, Buyer has the following options: 307 8.4.1. Title Objection, Resolution. If Seller receives Buyer's written notice objecting to any title matter (Notice 308 of Title Objection) on or before the applicable deadline, and if Buyer and Seller have not weed to a written settlement thereof on 309 or before Title Resolution Deadline, this Contract will terminate on the expirationoflitle Resolution Deadline, unless Seller 310 receives Buyer's written withdrawal of Buyer's Notice of Title Objection (i.e., Buyer's written notice to waive objection to such 311 items and waives the Right to Terminate for that reason), on or before expiration of Title Resolution Deadline. If either the 312 Record Title Deadline or the Off -Record Title Deadline, or both, are extended to the earlier of Closing or ten days after receipt of 313 the applicable documents by Buyer, pursuant to § 8.2 (Record Title) or § 8.3 (Off -Record Title), the Title Resolution Deadline also 314 will be automatically extended to the earlier of Closing or fifteen days after Buyer's receipt of the ap is e` tm` a is; or {60350746 / 2 }No. CBS4-1S. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) ,� Page ' of L6 4839028-1367.11"'e ass 315 8,4.2. Title Objection, Right to Terminate. Buyer may exercise the Right to Terminate under § 25.1, on or 316 before the applicable deadline, based on any unsatisfactory title matter, in Buyer's sole subjective discretion. 317 83. Special Taxing Districts. SPECIAL TAXING DISTRICTS MAY BE SUBJECT TO GENERAL OBLIGATION 318 INDEBTEDNESS THAT IS PAM BY REVENUES PRODUCED FROM ANNUAL TAX LEVIES ON THE TAXABLE 319 PROPERTY WITHIN SUCH DISTRICTS. PROPERTY OWNERS IN SUCH DISTRICTS MAY BE PLACED AT RISK 320 FOR INCREASED MILL LEVIES AND TAX TO SUPPORT THE SERVICING OF SUCH DEBT WHERE 321 CIRCUMSTANCES ARISE RESULTING IN THE INABILITY OF SUCH A DISTRICT TO DISCHARGE SUCH 322 INDEBTEDNESS WITHOUT SUCH AN INCREASE IN MILL LEVIES. BUYERS SHOULD INVESTIGATE THE 323 SPECIAL TAXING DISTRICTS IN WHICH THE PROPERTY IS LOCATED BY CONTACTING THE COUNTY 324 TREASURER, BY REVIEWING THE CERTIFICATE OF TAXES DUE FOR THE PROPERTY, AND BY OBTAINING 325 FURTHER INFORMATION FROM THE BOARD OF COUNTY COMMISSIONERS, THE COUNTY CLERK AND 326 RECORDER, OR THE COUNTY ASSESSOR 327 Buyer has the Right to Terminate under § 25.1, on or before Off -Record Title Objection Deadline, based on any 328 unsatisfactory effect ofthe Property being located within a special taxing district, in Buyer's sole subjective discretion. 329 8.6. Right of First Refusal or Contract Approval. If there is a right of first refusal on the Property or a right to approve 330 this Contract, Seller must promptly submit this Contract according to the terms and conditions of such right. If the holder of the 331 right of first refusal exercises such right or the holder of a right to approve disapproves this Contract, this Contract will terminate 332 If the right of first refusal is waived explicitly or expires, or the Contract is approved, this Contract will remain in full force and 333 effect. Seller must promptly notify Buyer in writing of the foregoing. If expiration or waiver of the right of first refusal or approval 334 of this Contract has not occurred on or before Right of First Refusal Deadline, this Contract will then terminate. 335 8.7. Title Advisory. The Title Documents affect the title, ownership and use of the Property and should be reviewed 336 carefully. Additionally, other matters not reflected in the Title Documents may affect the title, ownership and use of the Property, 337 including, without limitation, boundary lines and encroachinents, set -back requirements, area, zoning, building code violations, 338 unrecorded easements and claims of easements, leases and otherunrecorded agreements, water on or under the Property, and 339 various laws and governmental regulations concerning land use, development and environmental matters. 340 8.7.1: OIL, GAS, WATER AND MINERAL DISCLOSURE. THE SURFACE ESTATE OF THE 341 PROPERTY MAY BE OWNED SEPARATELY FROM THE UNDERLYING MINERAL ESTATE, AND TRANSFER 342 OF THE SURFACE ESTATE MAY NOT NECESSARILY INCLUDE TRANSFER OF THE MINERAL ESTATE OR 343 WATER RIGHTS. THIRD PARTIES MAY OWN OR LEASE INTERESTS IN OIL, GAS, OTHER MINERALS, 344 GEOTHERMAL ENERGY OR WATER ON OR UNDER THE SURFACE OF THE PROPERTY, WHICH INTERESTS 345 MAY GIVE THEM RIGHTS TO ENTER AND USE THE SURFACE OF THE PROPERTY TO ACCESS THE 346 MINERAL ESTATE, OIL, GAS OR WATER. 347 8.7.2. SURFACE USE AGREEMENT. THE USE OF THE SURFACE ESTATE OF THE PROPERTY 348 TO ACCESS THE OIL, GAS OR MINERALS MAY BE GOVERNED BY A SURFACE USE AGREEMENT, A 349 MEMORANDUM OR OTHER NOTICE OF WHICH MAY BE RECORDED WITH THE COUNTY CLERK AND 350 RECORDER. 351 8.7.3. OIL AND GAS ACTIVITY. OIL AND GAS ACTIVITY THAT MAY OCCUR ON OR ADJACENT 352 TO THE PROPERTY MAY INCLUDE, BUT IS NOT LIMITED TO, SURVEYING, DRILLING, WELL COMPLETION 353 OPERATIONS, STORAGE, OIL AND GAS, OR PRODUCTION FACILITIES, PRODUCING WELLS, REWORKING 354 OF CURRENT WELLS, AND GAS GATHERING AND PROCESSING FACILITIES. 355 8.7.4. ADDITIONAL INFORMATION. BUYER IS ENCOURAGED TO SEEK ADDITIONAL 356 INFORMATION ATION REGARDING OIL AND GAS ACTIVITY ON OR ADJACENT TO THE PROPERTY, INCLUDING 357 DRILLING PERMIT APPLICATIONS. THIS INFORMATION MAY BE AVAILABLE FROM THE COLORADO OIL 358 AND GAS CONSERVATION COMMISSION. 359 8.7.5. Title Insurance Exclusions. Matters set forth in this Section, and others, may be excepted, excluded from, 360 or not covered by the owner's title insurance policy. 361 8.8. Consult an Attorney. Buyer is advised to timely consult legal counsel with respect to all such matters. 362 94 NEW ILC, NEW SURVEY. 363 9.1. New ILC or New Survey. If the box is checked, a Int] New Improvement Location Certificate (New ILC) 364 Z New Survey in the form of ALTsury is required and the following 365 will apply: 366 9.1.1. Ordering of New ILC or New Survey. El Seller 0 Buyer will order the New ILC or New Survey. The 367 New ILC or New Survey may also be a previous ILC or survey that is in the above -required form, certified and updated as of a 368 date after the date ofthis Contract. {00350744i / 2 }No. 03S4-6-15. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) 4839-8028a0367,1 1 Page 8of1611 369 9.1.2. Payment for New ILC or New Survey. The cost of the New ILC or New Survey will be paid, on or before 370 Closing, by: O Seller Buyer or: 371 9.1.3. Delivery of New ILC or New Survey. Buyer, Seller, the issuer of the Title Commitment (or the provider 372 of the opinion of title if an Abstract of Title), and _ will receive a New ILC or New Survey 373 on or before New ILC or New Survey Deadline. 374 9.1.4. Certification of New ILC or New Survey. The New ILC or New Survey will be certified by the surveyor 375 to all those who are to receive the New ILC or New Survey. 376 9.2. Buyer's Right to Waive or Change New .ILC or New Survey Selection. Buyer may select a New ILC or New 377 Survey different than initially specified in this Contract if there is no additional cost to Seller or change to the New !LC or New 378 Survey Objection Deadline. Buyer may, in Buyer's sole subjective discretion, waive a New ILC or New Survey if done prior to 379 Seller incurring any cost for the same. 380 9.3. New ILC or New Survey Objection. Buyer has the right to review and object to the New ILC or New Survey. If 381 the New ILC or New Survey is not timely received by Buyer or is unsatisfactory to Buyer, in Buyer's sole subjective discretion, 382 Buyer may, on or before New ILC or New Survey Objection Deadline, notwithstanding § 8.3 or § 13: 383 9.3.1. Notice to Terminate. Notify Seller in writing that this Contract is terminated; or 384 9.3.2. New ILC or New Survey Objection. Deliver to Seller a written description of any matter that was to be 385 shown or is shown in the New ILC or New Survey that is unsatisfactory and that Buyer requires Seller to correct. 386 9.3.3. New ILC or New Survey Resolution. If a New ILC or New Survey Objection is received by Seller, on 387 or before New ILC or New Survey Objection Deadline, and if Buyer and Seller have not agreed in writing to a settlement 388 thereof on or before New ILC or New Survey Resolution Deadline, thisContract will terminate on expiration of the New ILC or 389 New Survey Resolution Deadline, unless Seller receives Buyer's written withdrawal of the New ILC or New Survey Objection 390 before such termination, i.e., on or before expiration of New ILC or New Survey Resolution Deadline. 391 DISCLOSURE, INSPECTION AND DUE DILIGENCE i 392 10. PROPERTY DISCLOSURE, INSPECTION, INDEMNITY, INSURABILITY, DUE DILIGENCE AND SOURCE 393 OF WATER. 394 10.1. [Intentionally Deleted} 395 10.2 [Intentionally Deleted] 396 10.3 [Intentionally Deleted ] 397 10.4. Damage, Liens and Indemnity. Buyer, except as otherwise provided in this Contract or other written agreement 398 between the parties, is responsible for payment for all inspections, tests, surveys, engineering reports, or other reports performed at 399 Buyer's request (Work) and must pay for any damage that occurs to the Property and Inclusions as a result of such Work, Buyer 400 must not permit claims or liens of any kind against the Property for Work performed on the Property. Buyer agrees to indemnify, 401 protect and hold Seller harmless from and against any liability, damage, cost or expense incurred by Seller and caused by any such 402 Work, claim, or lien. This indemnity includes Seller's right to recover all costs and expenses incurred by Seller to defend against 403 any such liability, damage, cost or expense, or to enforce this section, including Seller's reasonable attorney fees, legal fees and 404 expenses. The provisions of this section survive the termination of this Contract. This § 10.4 does not apply to items performed 405 pursuant to an Inspection Resolution. 406 10.5. [Intentionally Deleted] 407 10.6. Due Diligence. 408 10.6.1. Due Diligence Documents. If the respective box is checked, Seller agrees to deliver copies of the following 409 documents and information pertaining to the Property (Due Diligence Documents) to Buyer on or before Due Diligence 410 Documents Delivery Deadline: See Addendum 411 1+0.6.2. Due Diligence Documents Review and Objection. Buyer has the right to review and object to Due 412 Diligence Documents. If the Due Diligence Documents are not supplied to Buyer or are unsatisfactory in Buyer's sole subjective 413 discretion, Buyer may, on or before Due Diligence Documents Objection Deadline: 414 10.6.2.1. Notice to Terminate. Notify Seller in writing that this Contract is terminated; or 415 10.6.2.2. Due Diligence Document Objection. Deliver to Seller a written description of any unsatisfactory 416 Due Diligence Documents that Buyer requires Seller to correct. 417 10.6.2.3. Due Diligence Document Resolution. If a Due Diligence Document Objection is received by 418 Seller, on or before Due Diligence Document Objection Deadline, and if Buyer and Seller have not agreed in writing to a 419 settlement thereof on or before Due Diligence Document Resolution Deadline, this Contract will terminate on Due Diligence 420 Document Resolution Deadline unless Seller receives Buyer's written withdrawal of the Due Diligence Document Objection 421 before such termination, i.e., on or before expiration of Due Diligence Document Resolution Deadline. 100350746 / 2 }No. C8S4-6-1S. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) 4839"8028-0367.11 4S-22;Ig 9 o ib�(' 422 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449 450 451 452 amendments; 453 454 455 456 457 458 459 460 461 10.6.3. Zoning. Buyer has the Right to Terminate under § 25.1# on or before Due Diligence Documents Objection Deadline, based on any unsatisfactory zoning and any use restrictions imposed by any governmental agency with jurisdiction over the Property, in Buyer's sole subjective discretion. 10.6.4. Due Diligence — Environmental, ADA. Buyer has the right to obtain environmental inspections of the Property including Phase I and Phase II Environmental Site Assessments, as applicable. ❑ Seller 21 Buyer will order or provide Phase I Environmental Site Assessment, ❑ Phase H Environmental Site Assessment (compliant with most current version of the applicable ASTM E1527 standard practices for Environmental Site Assessments) and/or I at the expense of O Seller El Buyer (Environmental Inspection). • . 7 . ; T,.. • - 4 All such inspections and evaluations must be conducted at such times as are mutually agreeable to minimize the interruption of Seller's and any Seller's tenants' business uses of the Property, if any. If Buyer's Phase I Environmental Site Assessment recommends a Phase H Environmental Site Assessment, the Environmental Inspection Objection Deadline will be extended by thirty (30) days (Extended Environmental Inspection Objection Deadline) and if such Extended Environmental Inspection Objection Deadline extends beyond the Closing Date, the Closing Date will be extended a like period of time. In such event, ❑ Seller Eg Buyer must pay the cost for such Phase II Environmental Site Assessment. Notwithstanding Buyer's right to obtain additional environmental inspections of the Property in this § 106,5, Buyer has the Right to Terminate under § 25.1, on or before Environmental Inspection Objection Deadline, or if applicable, the Extended Environmental Inspection Objection Deadline, based on any unsatisfactory results of Environmental Inspection, in Buyer's sole subjective discretion. ♦ .. • • _ _ x"11 ♦ _ _ J • . fl. ■ • • a • • 1• 11. TENANT ESTOPPEL STATEMENTS. a.a • • • . stating. - • 462 • a 5 I. • • • • • ✓ a 4 • • ,• • . . P7,.• • a S a a 5 i • t • • • CLOSING PROVISIONS • 463 12. CLOSING DOCUMENTS, INSTRUCTIONS AND CLOSING. 464 12.1. Closing Documents and Closing Information. Seller and Buyer will cooperate with the Closing Company to 465 enable the Closing Company to prepare and deliver documents required for Closing to Buyer and Seller and their designees. If 466 Buyer is obtaining a new loan to purchase the Property, Buyer acknowledges Buyer's lender is required to provide the Closing 467 Company, in a timely manner, all required loan documents and financial information concerning Buyer's new loan. Buyer and 468 Seller will furnish any additional information and documents required by Closing Company that will be necessary to complete this 469 transaction, Buyer and Seller will sign and complete all customary or reasonably required documents at or before Closing. 470 12.2. Closing Instructions. Colorado Real Estate Commission's Closing Instructions ❑ Are 1 Are Not executed with 471 this Contract, 472 12.3. Closing. Delivery of deed from Seller to Buyer will be at closing (Closing). Closing will be on the date specified as 473 the Closing Date or by mutual agreement at an earlier date. The hour and place of Closing will be as designated by 474 mutual a reement o#` th parties or 11:00 a. Mountain Time at the Fit American Title Insurance Coman o ce located 475 closest to theP'rope laVise {00350746 / 2 }No. CBs4-6-15 CONTRACT TO BUY AND SELL REAL ESTATE (LAND) Page 10 of 16 titC?Isa 4839-8028-0367.11 R Cc e 476 12.4. Disclosure of Settlement Costs. Buyer and Seller acknowledge that costs, quality, and extent of service vary 477 between different settlement service providers (e.g., attorneys, lenders, inspectors and title companies). 478 13. TRANSFER OF TITLE. Subject to tender of payment at Closing as required herein and compliance by Buyer with the 479 other terms and provisions hereof, Seller must execute and deliver a good and sufficient SpecialWarranty __ deed to Buyer, 480 at Closing, conveying the Property free and clear of all taxes except the general taxes for the year of Closing. Except as provided 481 herein, title will be conveyed free and clear of all liens, including any governmental liens for special improvements installed as of 482 the date of Buyer's signature hereon, whether assessed or not, Title will be conveyed subject to: 483 13.1. Those specific Exceptions described by reference to recorded documents as reflected in the Title Documents 484 accepted by Buyer in accordance with Record Title, 485 13.2. Distribution utility easements (including cable TV), 486 13.3. Those specifically described rights of third parties not shown by the public records of which Buyer has actual 487 knowledge and which were accepted by Buyer in accordance with Off -Record Title and New ILC or New Survey, 488 13A. Inclusion of the Property within any special taxing district, and 489 13.5. Any special assessment if the improvements were not installed as of the date of Buyer's signature hereon, whether 490 assessed prior to or after Closing, and 491 136. Other N/A a 492 14. PAYMENT OF ENCUMBRANCES. Any encumbrance required to be paid will be paid at or before Closing from the 493 proceeds of this transaction or from any other source. 494 15. CLOSING COSTS, CLOSING FEE, ASSOCIATION FEES AND TAXES. 495 15.1. Closing Costs. Buyer and Seller must pay, in Good Funds, their respective closing costs and all other items required 496 to be paid at Closing, except as otherwise provided herein. 497 15.2. Closing Services Fee. The fee for real estate closing services must be paid at Closing by El Buyer 0 Seller 498 One -Half by Buyer and One -Half by Seller O Other . 499 15.3. Status Letter and Record Change Fees. Any fees incident to the issuance of Association's statement of 500 assessments (Status Letter) must be paid by 'None O Buyer ❑ Seller ■ One -Half by Buyer and One -Half by Seller. 501 Any record change fee assessed by the Association including, but not limited to, ownership record transfer fees regardless of name 502 or title of such fee (Association's Record Change Fee) must be paid by ❑ None ❑ Buyer El Seller ❑ One -Half by Buyer 503 and One -Half by Seller, 504 15.4. Local Transfer Tax. O The Local Transfer Tax of % of the Purchase Price must be paid at Closing 505 by IZI None ❑ Buyer O Seller ❑ One -Half by Buyer and OnemHalf by Seller. 506 15.5. Private Transfer Fee. Private transfer fees and other fees due to a transfer of the Property, payable at Closing, such 507 as community association fees, developer fees and foundation fees, must be paid at Closing by I:I None O Buyer 0 Seller 508 ElI One -Half by Buyer and One -Half by Seller. The Private Transfer fee, whether one or more, is for the following 509 association(s): in the total amount of = of the Purchase Price or ,.._ . 510 15.6. Water Transfer Fees. The Water Transfer Fees can change. 511 tig Water Stock/Certificates ❑ Water District 512 0 Augmentation Membership O Small Domestic Water Company ❑ 513 and must be paid at Closing by O None ❑ Buyer Eg Seller El One -Half by Buyer and One -Half by Seller. 514 15.7. Sales and Use Tax. Any sales and use tax that may accrue because of this transaction must be paid when due by 515 None U Buyer El Seller ❑ One -Half by Buyer and One -Half by Seller. 516 517 518 519 520 521 522 523 524 525 526 527 528 16. PRORATIONS. The following will be prorated to the Closing Date, except as otherwise provided: 1.6.1. Taxes. Personal property taxes, if any, special taxing district assessments, if any, and general real estate taxes for the year of Closing, based on El Taxes for the Calendar Year Immediately Preceding Closing, Most Recent Mill Levy and Most Recent Assessed Valuation, ❑ Other 16.2. Rents. Rents based on EZI Rents Actually Received El Accrued. At Closing, Seller will transfer or credit to Buyer the security deposits for all Leases assigned, or any remainder after lawful deductions, and notify all tenants in writing of such transfer and of the transferee's name and address. Seller must assign to Buyer all Leases in effect at Closing and Buyer must assume Seller's obligations under such Leases. i . a 4 . . a I * . a . ..• r • . . . . 4 (00350746 / 2 )No. CB -6-15. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) 483918028-0367.11 1.29nage 11 of 16 NA 529 530 531 532 533 534 535 536 537 . . + + • . • . I. • • 16.4. Other Prorations. Water and sewer charges, propane, interest on continuing loan, and through the dote of Close shall be paid by Seller prior to or at Closing. 16.5. Final Settlement Unless otherwise agreed in writing, these prorations are final. 538 17. POSSESSION. Possession of the Property will be delivered to Buyer on Possession Date at Possession Time, subject to 539 the Leases as set forth in § 10.6.1.7. 540 If Seller, after Closing, fails to deliver possession as specified, Seller will be subject to eviction and will be additionally liable 541 to Buyer for payment of $ 500.00 per day (or any part of a day notwithstanding § 1841) from Possession Date and 542 Possession Time until possession is delivered. 543 GENERAL PROVISIONS 544 18. DAY; COMPUTATION OF PERIOD OF DAYS, DEADLINE. 545 18.1. Day. As used in this Contract, the term "day" means the entire day ending at 11:59 p.m., United States Mountain 546 Time (Standard or Daylight Savings as applicable). 547 18.2. Computation of Period of Days, Deadline. In computing a period of days, when the ending date is not specified, 548 the first day is excluded and the last day is included (e.g., three days after MEC). If any deadline falls on a Saturday, Sunday or 549 federal or Colorado state holiday (Holiday), such deadline (l Will El Will Not be extended to the next day that is not a 550 Saturday, Sunday or Holiday. Should neither box be checked, the deadline will not be extended. 551 19. CAUSES OF LOSS, INSURANCE; DAMAGE TO INCLUSIONS AND SERVICES; CODE NATION; AND 552 WALK-THROUGH. GH. Except as otherwise provided in this Contract, the Property, Inclusions or both will be delivered in the 553 condition existing as of the date of this Contract, ordinary wear and tear excepted. 554 19.1 [Intentionally Deleted} 555 19.2 [Intentionally Deleted] 556 19.3. Condemnation, In the event Seller receives actual notice prior to Closing that a pending condemnation action may 557 result in a taking of all or part of the Property or Inclusions, Seller must promptly notify Buyer, in writing, of such condemnation 558 action. Buyer has the Right to Terminate under § 25.1, on or before Closing Date, based on such condemnation action, in Buyer's 559 sole subjective discretion. Should Buyer elect to consummate this Contract despite such diminution of value to the Property and 560 Inclusions, Buyer is entitled to a credit at Closing for all condemnation proceeds awarded to Seller for the diminution in the value 561 of the Property or Inclusions but such credit will not include relocation benefits or expenses, or exceed the Purchase Price. 562 19.4. Walk -Through and Verification of Condition. Buyer, upon reasonable notice, has the right to walk through the 563 Property prior to Closing to verify that the physical condition of the Property and Inclusions complies with this Contract. 564 19.5. Risk of Loss - Growing Crops. The risk of loss for damage to growing crops by fire or other casualty will be borne 565 by the party entitled to the growing crops as provided in § 2,8 and such party is entitled to such insurance proceeds or benefits for 566 the growing crops. 567 20. RECOMMENDATION OF LEGAL MID TAX COUNSEL. By signing this Contract, Buyer and Seller acknowledge 568 that the respective broker has advised that this Contract has important legal consequences and has recommended the examination 569 of title and consultation with legal and tax or other counsel before signing this Contract. 570 571 572 573 574 575 576 577 578 21. TIME OF ESSENCE, DEFAULT AND REMEDIES. Time is of the essence for all dates and deadlines in this Contract This means that all dates and deadlines are strict and absolute. If any payment due, including Earnest Money, is not paid, honored or tendered when due, or if any obligation is not performed timely as provided in this Contract or waived, the non -defaulting party has the following remedies; 21.1. If Buyer is in Default: El {0035074612 }No. C8 -15. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) 4839-8028-0367.11 . 4;41SrPeBe 12 of 16 Niel` 579 21.L.2. Liquidated Damages, Applicable. This § 21.1.2 applies unless the box in 21.1.1 is checked. Seller 580 may cancel this Contract. All Earnest Money (whether or not paid by Buyer) will be paid to Seller, and retained by Seller. It is 581 agreed that the Earnest Money specified in § 4.1 is LIQUIDATED DAMAGES, , and not a penalty, which amount the parties agree 582 is fair and reasonable and (except as provided in §§ 10.4, 22, 23 and 24), said payment of Earnest Money is SELLER'S ONLY 583 REIV EDY for Buyer's failure to perform the obligations of this Contract. Seller expressly waives the remedies of specific 584 performance and additional damages. 585 21.2. If Seller is in Default: Buyer may elect to treat this Contract as canceled, in which case all Earnest Money received 586 hereunder will be returned and Buyer may recover such damages as may be proper. Alternatively, Buyer may elect to treat this 587 Contract as being in full force and effect and Buyer has the right to specific performance or damages, or both. 588 22. LEGAL FEES, COST AND EXPENSES. Anything to the contrary herein notwithstanding, in the event of any arbitration 589 or litigation relating to this Contract, prior to or after Closing Date, the arbitrator or court must award to the prevailing party all 590 reasonable costs and expenses, including attorney fees, legal fees and expenses. 591 23. MEDIATION. If a dispute arises relating to this Contract, (whether prior to or after Closing) and is not resolved, the parties 592 must first proceed, in good faith, to mediation. Mediation is a process in which the parties meet with an impartial person who helps 593 to resolve the dispute informally and confidentially. Mediators cannot impose binding decisions. Before any mediated settlement is 594 binding, the parties to the dispute must agree to the settlement, in writing. The parties will jointly appoint an acceptable mediator 595 and will share equally in the cost of such mediation. The obligation to mediate, unless otherwise agreed, will terminate if the entire 596 dispute is not resolved within thirty days of the date written notice requesting mediation is delivered by one party to the other at 597 that party's last known address (physical or electronic as provided in § 27). Nothing in this Section prohibits either party from 598 filing a lawsuit and recording a Ifs pendens affecting the Property, before or after the date of written notice requesting mediation. 599 This section will not alter any date in this Contract, unless otherwise agreed. 600 24. EARNEST MONEY DISPUTE. Except as otherwise provided herein, Earnest Money Holder must release the Earnest 601 Money following receipt of written mutual instructions, signed by both Buyer and Seller. In the event of any controversy regarding 602 the Earnest Money, Earnest Money Holder is not required to release the Earnest Money. Earnest Money Holder, in its sole 603 subjective discretion, has several options: (1) wait for any proceeding between Buyer and Seller; (2) interplead all parties and 604 deposit Earnest Money into a court of competent jurisdiction, (Earnest Money Holder is entitled to recover court costs and 605 reasonable attorney and legal fees incurred with such action); or (3) provide notice to Buyer and Seller that unless Earnest Money 606 Holder receives a copy of the Summons and Complaint or Clain. (between Buyer and Seller) containing the case number of the 607 lawsuit (Lawsuit) within one hundred twenty days of Earnest Money Holder's notice to the parties, Earnest Money Holder is 608 authorized to return the Earnest Money to Buyer. In the event Earnest Money Holder does receive a copy of the Lawsuit, and has 609 not interpled the monies at the time of any Order, Earnest Money Holder must disburse the Earnest Money pursuant to the Order of 610 the Court. The parties reaffirm the obligation of Mediation. This Section will survive cancellation or termination of this Contract. 611 25. TERMINATION. 612 25.1. Right to Terminate. If a party has a right to terminate, as provided in this Contract (Right to Terminate), the 613 termination is effective upon the other party's receipt of a written notice to terminate (Notice to Terminate), provided such written 614 notice was received on or before the applicable deadline specified in this Contract. If the Notice to Terminate is not received on or 615 before the specified deadline, the party with the Right to Terminate accepts the specified matter, document or condition as 616 satisfactory and waives the Right to Terminate under such provision. 617 25.2. Effect of Termination. In the event this Contract is terminated, all Earnest Money received hereunder will be 618 returned and the parties are relieved of all obligations hereunder, subject to §§ 10,4, 22, 23 and 24, 619 26. ENTIRE AGREEMENT, MODIFICATION, SURVIVAL; SUCCESSORS. This Contract, its exhibits and specified 620 addenda, constitute the entire agreement between the parties relating to the subject hereof, and any prior agreements pertaining 621 thereto, whether oral or written, have been merged and integrated into this Contract. No subsequent modification of any of the 622 terms of this Contract is valid, binding upon the parties, or enforceable unless made in writing and signed by the parties. Any right 623 or obligation in this Contract that, by its terms, exists or is intended to be performed after termination or Closing survives the 624 same. Any successor to a Party receives the predecessor's benefits and obligations of this Contract. 625 27. NOTICE, DELIVERY, AND CHOICE OF LAW. 626 27.1. Physical Delivery and Notice. Any document, or notice to Buyer or Seller must be in writing, except as provided in 627 § 27.2, and is effective when physically received by such party, any individual named in this Contract to receive documents or 628 notices for such party, the Broker, or Brokerage Firm of Broker working with such party (except any notice or delivery after 629 Closing must be received by the party, not Broker or Brokerage Firm), must be received v3 the Yu�s)y not Broker v� Brokerage a-�a i�a). :Plidaielytt {OD35D74612 )No. CBS4-6-IS. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) Page 13 of 16 4839-8028-0367.11 oil 630 27.2. Electronic Notice. As an alternative to physical delivery, any notice, may be delivered in electronic form to Buyer 631 or Seller, any individual named in this Contract to receive documents or notices for such party, the Broker or Brokerage Firm of 632 Broker working with such party (except any notice or delivery after Closing must be received by the party; not Broker or 633 Brokerage Finn) at the electronic address of the recipient by facsimile, email or NA 634 27.3. Electronic Delivery. Electronic Delivery of documents and notice may be delivered by: (I) email at the email 635 address of the recipient, (2) a link or access to a website or server provided the recipient receives the information necessary to 636 access the documents, or (3) facsimile at the Fax No. of the recipient. 637 27.4. Choice of Law. This Contract and all disputes arising hereunder are governed by and construed in accordance with 638 the laws of the State of Colorado that would be applicable to Colorado residents who sign a contract in Colorado for real property 639 located in Colorado. 640 28. COUNTERPARTS. This Contract is deemed to be executed by both Buyer and Seller and in full force and effect upon 641 Seller's receipt of Buyer's Option Exercise Notice. Notwithstanding the foregoing, however, upon request of either party a copy 642 of this Contract shall be executed by each party, separately, and when each party has executed a copy thereof, such copies taken 643 together are deemed to be a full and complete contract between the parties. 644 29 GOOD FAITH. Buyer and Seller acknowledge that each party has an obligation to act in good faith including, but not 645 limited to, exercising the rights and obligations set forth in this Contract. 646 ADDITIONAL PROVISIONS AND ATTACHMENTS 647 30. ADDITIONAL PROVISIONS. (The following additional provisions have not been approved by the Colorado Real Estate 648 Commission.) 649 650 A. See the Addendum to Contract to Buy and Sell Real Estate (Land) attached hereto. 651 B. It is expressly acknowledged by Buyer that no financing for this transaction shall be provided by Seller 652 Buyer and Seller acknowledge and agree that, although this Contract is based on the Colorado Real Estate Commission approved 653 form, not all changes have been illustrated in the final version of the Contract and each of the parties have relied on their respective 654 legal counsel in identifying and evaluating changes to the approved form. 655 656 + . If Buyer becomes aware of any facts or circumstances prior to Closing which would render any of the foregoing 657 representations and warranties contained in this section materially false or misleading, Buyer will promptly deliver written notice to Seller with 658 respect thereto. 659 660 31. ATTACHMENTS. 661 31.1. The following attachments are a part of this Contract: 662 663 A. See the Addendum to Contract to Buy and Sell Real Estate (Land) attached hereto. 664 665 31.2, The following disclosure forms are attached but are not a part of this Contract: 666 667 668 669 BUYER: 670 671 PLATTEVILLE DAIRY, LLC, 672 a Colorado limited liability company SIGNATURES Name: Title: Address: See Addendum (00350746 / 2 }No. CB #-a6-15. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) 4839-8028-0367.11 Page 14 of 16 eacfs- R 673 [NOTE: If this offer is being countered or rejected, do not sign this document Refer to § 32J 674 SELLER: 675 676 RADEMACHER ACHE FARMS LIMITED LIABILITY COMPANY, 677 678 69 680 By: 681 682 683 684 685 686 687 688 By: uw4D 689 Douglas toad marcher, Member 690 691 • 692 By: 693 Richard Ra _ emacher, Member 694 695 696 eher, Member a Colorado limited liability company oger R RV Address: See Addendum 697 32. COUNTER; REJECTION. This offer is El Countered ❑ Rejected. 698 699 i _ END OF CONTRACT TO BUY AND SELL REAL ESTATE i 33. BROKER'S ACKNOWLEDGMENTS AND COMPENSATION DISCLOSURE. LOSURE. (To be completed by Broker working with Buyer) Broker ❑ Does ❑ Does Not acknowledge receipt of Earnest Money deposit and, while not a party to the Contract, agrees to cooperate upon request with any mediation concluded under § 23. Broker agrees that if Brokerage Firm is the Earnest Money Holder and, except as provided in § 24, if the Earnest Money has not already been returned following receipt of a Notice to Terminate or other written notice of termination, Earnest Money Holder will release the Earnest Money as directed by the written mutual instructions. Such release of Earnest Money will be made within five days of Earnest Money Holder's receipt of the executed written mutual instructions, provided the Earnest Money check has cleared. Broker is working with Buyer as a ❑ Buyer's Agent Eli Seller's Agent ❑ Transaction -Broker in this transaction. El This is a Change of Status. Brokerage Firm's compensation or commission is to be paid by ❑ Listing Brokerage Firm El Buyer El Other Brokerage Finn's Name: Broker's Name: Broker's Signature Date (00350746 / 2 }No. CB -6-15. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) 4839-8028-0367.11 -1017—sr 15 onec\\\ Address: Phone No.: Fax No.: Email Address: &Mama MEIN a Ma 344 BROKER'S ACKNOWLEDGMENTS AND COMPENSATION DISCLOSURE. (To be completed by Broker working with Seller) Broker ❑ Does ❑ Does Not acknowledge receipt of Earnest Money deposit and, while not a party to the Contact, agrees to cooperate upon request with any mediation concluded under § 23. Broker agrees that if Brokerage Firm is the Earnest Money Holder and, except as provided in § 24, if the Earnest Money has not already been returned following receipt of a Notice to Terminate or other written notice of termination, Earnest Money Holder will release the Earnest Money as directed by the written mutual instructions. Such release of Earnest Money will be made within five days of Earnest Money Holder's receipt of the executed written mutual instructions, provided the Earnest Money check has cleared. Broker is working with Seller as a ❑ Seller's Agent ❑ Buyer's Agent ❑ Transaction -Broker in this transaction. ❑ This is a Change of Status. Brokerage Firm's compensation or commission is to be paid by O Seller El Buyer ❑ other Brokerage Firm's Name: Broker's Name: Address: Phone No.: Fax No.: Email Address: Broker's Signature Date Mai MIN' {00350746 / 2 }No. CBS -15. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) 4839-8028-0367.11 es#07—ee Page 16 o ADDENDUM TO CONTRACT TO BUY AND SELL REAL ESTATE (LAND) DATED JUNE 21, 2016 BETWEEN PLATTEVILLE DAIRY, LLC, OR ITS PERMITTED ASSIGNS AND RADEMACHER ACHER FARMS LIMITED LIABILITY COMPANY This Addendum (the "Addendum") is attached to and is made a part of that certain Contract to Buy and Sell Real Estate (Land) dated June 21, 2016 (the "Standard Contract" and with this Addendum, collectively, the "Agreement") by and between PLATTEVILLE DAIRY, LLC, a Delaware corporation ("Buyer"), and RA.DEMACHER FARMS LIMITED LIABILITY COMPANY, a Colorado limited liability company ("Rademacher" or "Seller "). Capitalized terms used, but not otherwise defined, in this Addendum shall have the meaning given such terms in the Standard Contract. 1. Assignment Neither party may assign any of its right, title or interest in the Agreement or the Property without the prior written consent of the other; provided, however, notwithstanding the foregoing to the contrary, Buyer may assign the Agreement, and all of its rights hereunder to any Affiliate (as defined below) of Buyer and Buyer shall provide written notice of such assignment to Rademacher and such assignment shall not relieve Buyer of its obligations under the Agreement; and provided, further, however, Rademacher may assign any of its right, title or interest in the Agreement or the Property (a) as part of a tax free exchange under Section 1031 of the Internal Revenue Code, and/or (b) pursuant to a seasonal fanning agreement with Buyer or its Affiliate upon terms satisfactory to Rademacher in its sole discretion, so long as, in the case of clause (a) above, Rademacher shall provide written notice of the same to Buyer. As used herein, the term "Affiliate" shall mean, with respect to Buyer, any entity directly or indirectly controlling, controlled by or under common control with Aurora Organic Farms, Inc., a Delaware corporation, the sole member of Buyer. 2. Subdivision; Conditions to Closing. The parties acknowledge and agree that the real estate owned by Seller is not currently configured into the parcels described on Exhibit A, and in order to sell the property in such configuration, Seller will be required to subdivide the Property as described in the draft Amended Recorded Exemption No. 1209-30-1 RE -4708 prepared by Flatirons, Inc. as Job No. 16-674304 dated 5-26-2016, as the same may be further modified with the approval of Buyer and Seller (the "Draft Amended RE Exemption"). The obligation of Buyer to purchase the Property shall be contingent, in addition to the other conditions set forth in the Standard Contract and this Addendum, upon the approval of the Weld County Department of Planning Services, the Weld County Board of County Commissioners and/or such additional or other governmental authorities as may be required to comply with the subdivision requirements of Weld County (the "County Approvals") and to otherwise complete the subdivision of the Property into the parcels described on Exhibit A. Seller agrees to use its diligent, conunercially reasonable efforts to obtain the necessary approvals of such Draft Amended RE Exemption and to cause the Draft Amended RE Exemption to be filed as soon as reasonably practicable thereafter. In the event changes are required to the Draft Amended RE Exemption to obtain the requisite approvals, Buyer and Seller shall mutually agree upon such changes and any amendments to the purchase price or other terms of the Agreement to equitably adjust for such changes. 4811-4984.5038.11 . Closing Date. The Closing Date shall be on the earlier of (a) the date specified in the Standard Contract or (b) if Seller has not provided Buyer with notice that the Draft RE Exemption has not been approved and filed within ten (10) days prior to the date specified in the Standard Contract, the Closing Date shall be extended and Closing shall occur fifteen (15) days after the date on which Seller provides Buyer with a copy of the filed Draft RE Exemption. The specific date and time of closing (the "Closing Date") shall be as set forth in the Standard Contract and closing may be conducted in person or by delivery of required documents and funds into escrow with the Title Insurance Company. If the Closing has not occurred wig forty-five (45) days following the Closing Date specified in the Standard Contract, Buyer shall have the right to terminate this Agreement by written notice to Seller within thirty (30) days and receive a return of Buyer's Earnest Money deposit. In addition, if the Closing has not occurred within forty-five (45) days following the Closing Date specified in the Standard Contract as a result of (1) failure of the Buyer and Seller, in the exercise of their reasonable discretion, to agree upon any changes to the Draft RE Exemption required by Weld County or (2) failure to obtain the County Approvals notwithstanding Seller's use of commercially reasonable efforts to obtain such County Approvals, seller shall have the right to terminate this Agreement within thirty (30) days by written notice to Buyer, in which case the Earnest Money deposit shall be returned to Buyer and the provisions of Section 25 of the Standard Contract shall otherwise apply. 4. Due Diligence. On or prior to the Seller's Property Disclosure Deadline specified in the Standard Contract, Rademacher shall deliver to Buyer all information concerning the Property that is material to the extent the same are in Rademacher's possession or control, including, without limitation: copies of any existing surface use agreements, title policies, surveys in Rademacher's possession — if any, environmental studies and/or reports, ground water condition, water quality reports, copies of water stock certificates, real estate tax bills, zoning information, building and land use restrictions, farm service agency records, leases, crop yields, MRCS conservation plan Form 1026AD, and legal notices received by Rademacher from any governmental authority or any other information regarding the Property reasonably requested in writing by Buyer. If Buyer does not acquire the Property in accordance with the terms of the Agreement, Buyer shall return to Rademacher all of the foregoing materials that Rademacher delivered to Buyer, whether pursuant to this Addendum or pursuant to Sections 8 2, 8.3 and 10.6 of the Standard Contract. This covenant and agreement shall survive termination of the Agreement. During the period from the date hereof through the termination of the Agreement, Buyer shall have the right to access the Property for purposes of conducting its due diligence investigations. Buyer shall indemnify Seller and hold Seller harmless of and from any and all costs, claims, demands, causes of action, damages or other expenses of any kind or type associated with Buyer's investigations (other than with respect to existing conditions identified as a result of Buyer's investigations). Buyer shall not conduct any invasive investigations without the prior written consent of Seller, which consent may be granted, withheld, or conditioned in seller's reasonable discretion. Prior to entering the Property, Buyer shall provide Seller with certificate(s) of commercial general liability and property insurance in an amount not less than 1 million combined single limit, with an endorsement naming Seller as additional insured and loss payee as its interests may appear. Buyer shall promptly deliver to Seller copies of any title commitments and Property surveys obtained by Buyer during the diligence investigation period. {0035074413 ) 48114984-503811 2 "gbit RR 5. Conduct of Business. From the date hereof through the earlier of the termination of the Agreement in accordance with its terms, or the Closing, and except as hereinafter provided or as otherwise permitted by Buyer, Rademacher shall: (a) operate the Property as presently conducted and only in the ordinary course and in compliance with all laws, except that Buyer acknowledges and agrees that the Property will not be actively fanned in 2016; (b) except as otherwise permitted under Section 5(a), not grant any easement, lease or other encumbrance on the Property or otherwise create a new exception to title on the Property, including, without limitation, any action regarding oil and gas leases, pipelines or water rights, except with the prior written consent of Buyer; and (c) not take any action that could reasonably be expected to cause a breach of Rademacher's representations, warranties or covenants set forth herein, including without limitation the terms of the Agreement. 6. Land Use Verification Form. Within thirty (30) days following the parties' mutual execution of the Standard Contract, Rademacher shall complete and deliver to Buyer a Land Use History Verification Affidavit covering the years 2013, 2014, and 2015 in the form of Exhibit B attached hereto, under which Rademacher certifies all materials applied to the Property during Rademacher's ownership thereof (herbicides, pesticides, fungicides, fertilizers, treated seeds, etc.) in such form as Buyer or the USDA National Organic Program's Accredited Certifying Agent may reasonably require. 7. Rademacher's Representations and Warranties. Rademacher represents and warrants to Buyer as of the date hereof and through the earlier to occur of (i) the date of termination of the Agreement, (ii) Buyer's failure to close pursuant to the terms of the Agreement, (iii) or Closing, as follows: (a) ARademacher has the full right, power and authority to enter into this Agreement and consummate the transactions contemplated by this Agreement. All requisite action has been taken by Rademacher in connection with the entering into of this Agreement, the instruments referenced herein, and the consummation of the transactions contemplated hereby, No third party approval or consent will be required for Rademacher to consummate the transactions contemplated hereby. This Agreement and all documents required hereby to be executed by Rademacher are and shall be valid, legally binding obligations of and enforceable against Rademacher in accordance with their terms. (b) Title; Possession. Rademacher has good and marketable title to the Property, subject to title matters of record, none of which renders title unmarketable. Except for title matters disclosed by Rademacher pursuant to Section 9 of this Agreement, title matters disclosed in First American Title Insurance Company ALTA + onunitment No. -78450 4NDY, title matters disclosed in Empire Title North, LLC Report No. 00107453 dated April 6, 2016 at 8:00 a.m., title matters disclosed by the Draft Y few's• 3 {00350744/3 } 4811-4984•5038.11 Amended RE Exemption to be recorded prior to Closing, and severed mineral rights, there are no parties other than Rademacher in possession of the Property and no party has been granted any license, lease or other right relating to the use or possession of the Property not otherwise disclosed by Rademacher or permitted under the terms of the Agreement. Except as aforesaid, Rademacher has not, and to the actual knowledge of Rademacher, no previous owner of the Property has, sold, transferred, conveyed, or entered into any agreement regarding "air rights," or other development rights or restrictions relating to the Property. (c) Eminent Domain. There are no pending and served or, to Rademacher's actual knowledge, threatened conden nation or similar proceedings affecting the Property, or any part thereof. (d) Legal Compliance. To the actual knowledge of Rademacher, the Property is in compliance with the terms and provisions of any restrictive covenants, easements, or agreements affecting the Property and there are no violations of any applicable federal, state or local law, statute, ordinance, rule, regulation, resolution, order, judgment, injunction, administrative order or decree, published interpretation of a statute or regulation, administrative or judicial decision, and any other executive or legislative proclamation, including building codes and zoning laws. Rademacher represents and warrants that neither the entering into of this Agreement nor the Closing of the sale of the Property in accordance with the terms of the Agreement will constitute a violation or breach by Rademacher of any contract or other instrument to which it is a party, or to which it is subject, or by which any of its assets or properties may be affected, or a violation or breach of any judgment, order, writ, injunction or decree issued against or imposed upon Rademacher, or will result in aviolation of any applicable law, order, rule, or regulation of any governmental authority. Ce) Condition of the _ `ronerty. To Rademacher's actual knowledge, all equipment included in the sale, if any, is in working order and generally in good operating condition and repair, taking into account their intended uses and except for ordinary wear and tear. To the actual knowledge of Rademacher, there is no latent defect or condition on the Property or inclusions in the Agreement that would make the Property not suitable for organic or conventional agricultural uses. (f) Environmental, To Rademacher's actual knowledge, the Property is in compliance with the requirements of all applicable Environmental Laws, as hereinafter defined. The term "Environmental Laws," as used herein, shall mean all applicable federal, state, or local laws, ordinances, or regulations or any order, demand, or guidance document of any governmental agency relating to Hazardous Materials, as hereinafter defined. The term "Hazardous Materials," as used herein, shall mean any hazardous or toxic substances, materials, chemicals or wastes in any form and in any concentration that is or becomes, prior to Closing, regulated by the United States or any state or local government authority having j u r sdiction over the Property (including any present order or agreement imposing liability or standards concerning any such substances, materials, chemicals or wastes, and any future such order of agreement that becomes effective prior to Closing), and includes, without limitation: any "hazardous (00350744 /3 } 4811-49844038-11 4 7bla substance", as that term is defined in the Comprehensive Enviromental Response, Compensation, and Liability Act of 1980 (CERCLA) (42 United States Code sections 960h9675); any "hazardous waste" as that term is defined in the Resource Conservation and Recovery Act of 1976 (RCPT) (42 United States Code section 6901— 6992k); petroleum products; volatile organic compounds; radioactive materials; asbestos and lead paint, in any form or condition; and substances or compounds containing PCBs. (g) Water Rights. (h) Foreign Person. Rademacher is not a foreign person as defined in Section 1445 of the Internal Revenue Code of 1 86, as amended, and Buyer shall not be required to withhold any portion of the Purchase Price pursuant to such Section. (1) No Violations. Rademacher represents and warrants that neither the entering into of this Agreement nor the consummation of this sale will constitute a violation or breach by Rademacher of any contract or other instrument to which it is a party, or to which it is subject, or by which any of its assets or properties may be affected, or a violation or breach of any judgment, order, writ, injunction or decree issued against or imposed upon Rademacher, or will result in a violation of any applicable law, order, rule, or regulation of any governmental authority. (5) Litigation. There is not pending and served or, to Rademacher's actual knowledge, threatened litigation or administrative proceedings (including any proceeding to rezone, subdivide, assess, or condemn any portion of the Property) which affect the Property or which, if determined adversely to any Rademacher, would have a material adverse affect on any Rademacher's ability to consummate the transactions contemplated by this Agreement. (k) Disclosures Prior to Closing. Rademacher shall disclose to Buyer in writing any conditions or events that arise or occur subsequent to the date of this 10035074/3 } 4811-4984-5038-11 5 --Pot en7 Agreement that become known to Rademacher and which contradict or modify any representation or warranty of Rademacher set forth herein or would otherwise have a material affect upon the Property. In the event Buyer closes and acquires the Property after it receives such notice, Buyer shall not have the right to make a claim against Rademacher under any representation or warranty of Rademacher to the extent that prior to Closing Buyer received written notice from Rademacher of a condition or event making the representation or warranty not accurate and Buyer did not provide notice of objection to such change within the applicable time period set forth in the Agreement or, if later, three (3) days after receipt of Rademacher's notice of such change. (1) Survival. Rademacher's warranties and representations set forth herein shall survive the Closing. Any action by Buyer based on breach of such representations and warranties with respect to the Property or transactions relating to the Closing shall be commenced within twelve (12) months following the date that the breach was known or should have been known, but in no event later than twelve (12) months following the Closing if the Closing shall occur, or shall be forever barred. 8. Representations and Warranties of Buer. Buyer represents and warrants to Seller that the following matters are true and correct as of MEC and will also be true and correct as of the Closing: (a) Buyer is a limited liability company duly -organized, validly_ existing and in good standing under the laws of the state of Colorado. (b) This Agreement is, and all the documents executed by Buyer which are to be delivered to Seller at the Closing will be, duly authorized, executed, and delivered by Buyer, and is and will be legal, valid and binding obligations of Buyer enforceable against Buyer in accordance with their respective terms (except to the extent that such enforcement may be limited by applicable bankruptcy, insolvency, moratorium and other principles relating to or limiting the right of contracting parties generally), and does not and will not violate any provisions of any agreement to which Buyer is a party or to which it is subject. The individuals signing this Agreement and all other documents executed pursuant hereto on behalf of Buyer are duly authorized to sign the same on behalf of Buyer and to bind Buyer. (c) Prior to the Closing, Buyer will have had the opportunity to investigate all physical and economic aspects of the Property and to make all inspections and investigations of the Property, which Buyer deems necessary or desirable to protect its interests in acquiring the Property, including, without limitation, environmental audits and assessments, toxic reports, surveys, investigation of land use and development rights, development restrictions and conditions that are or may be imposed by governmental agencies, agreements with associations affecting or concerning the Property, the condition of title, soils and geological reports, engineering and structural tests, insurance contracts, contracts for work in progress, marketing studies, cost to complete studies, governmental agreements and approvals, architectural plans and site plans, and except as otherwise expressly set forth in this Agreement, except as expressly set forth in this Agreement, neither Seller nor anyone acting for or on behalf of Seller, has made any (00350744 / 3 } 48114984-5038.11 6Pit fir/ RR representation, warranty, promise or statement, express or implied, to Buyer, or to anyone acting for or on behalf of Buyer, concerning the Property or the condition, use or development thereof. Buyer further represents and warrants that in entering into this Agreement, Buyer has not relied on any representation, warranty, promise or statement, express or implied, of Seller, or anyone acting for or on behalf of Seller, other than as expressly set forth in this Agreement, and that except as so qualified, all matters concerning the Property have been or shall be independently verified by Buyer prior to the Closing, and that Buyer shall purchase the Property on Buyer's own prior investigation and examination of the Property (or Buyer's election not to do so). Except as otherwise expressly set forth in this Agreement, to the extent Seller's representations and warranties are inaccurate or false, Buyer is purchasing the Property in an "As Is" physical condition and in an "As Is" state of repair, with all faults. Except as may be set forth in this Agreement, Buyer does hereby waive, and Seller does hereby disclaim, all warranties of any type or kind whatsoever with respect to the Property, whether express or implied, including, by way of description but not limitation, those of fitness for a particular purpose and use. 9. No Broken Except for Cheryl Melichar of Coldweli Banker Residential Brokerage, Longmont, Colorado who has been engaged by Rademacher as listing broker and who shall be compensated by Rademacher pursuant to separate written agreement between Rademacher and such broker, Buyer and Rademacher each represent and warrant to the other that they have not incurred any obligation for the payment of any brokerage commission, finder's fee, or any similar obligation relating to this Agreement or the consummation of the transactions provided for herein, and each agrees to indemnify, defend and hold harmless the other from and against any claims for any such commission, fees, or obligations. 10. Confidential. Except for disclosures to family members, attorneys, accountants and other similar professionals and advisors, the terms and existence of this Agreement (and Buyer's interest in purchasing the Property) shall be kept and maintained confidential and shall not be disclosed by either party to any third party without the other party's prior written consent. 11. Cooperation in 1031 Exchange. Seller and Buyer mutually agree to cooperate with each other should either party desire to structure a Section 1031 tax deferred exchange, as long as the Closing is not delayed, no additional costs or liabilities are incurred by either party, and provided neither party shall be obligated to take title to any other real. property. This Contract shall not be contingent upon either party's ability to structure a Section 1031 tax deferred exchange. 12. Miscellaneous. (a) This Agreement shall be interpreted under and governed by the laws of the State of Colorado. (b) This Agreement sets forth the entire agreement and understanding of the parties with respect to the subject matter hereof, and supersedes all prior agreements, understandings and commitments whether oral or written. {00350744 / 3 ) 4811-4984-5038.11 7 egtge (e) This Agreement will be binding upon the parties hereto and their respective successors and permitted assigns, provided that neither party may assign this Agreement or any part thereof to any other person or entity without the prior written consent of the other party. Notwithstanding the foregoing, either party may assign this Agreement to any of its subsidiaries or affiliates or by operation of law in connection with a merger or other transaction or in connection with a sale of substantially all of the assets or change of control of such party. (d) This Agreement may be executed in one or more counterparts, each of which shall be deemed an original and all of which together shall constitute one and the same instrument, (e) This Agreement is a contract solely among parties hereto. No third party beneficiaries (including without limitation employees, creditors, customers and suppliers) are intended and none shall be inferred, and no party other than Buyer and Rademacher may assert any right, make any claim or otherwise attempt to enforce any provision of this Agreement. (t) All notices, requests, consents, approvals, waivers, demands and other communications required or permitted to be given or made under this Agreement shall be inwriting and shall be deemed delivered to the parties (0 on the date of personal delivery, (ii) on the first business day following the date of delivery to a nationally recognized overnight courier service, or (iii) on the third business day following the date of deposit in the United States Mail, postage prepaid, by certified mail, in each case, addressed as follows, or to such other address, person or entity as any party may designate by notice to the others in accordance herewith: { 00350744 /3 } 4811-4984-5038.11 If to Buyer: Platteville Dairy, LLC 1919 14th Street, Suite 300 Boulder, CO 80302 Attn: Gary Sebek, President With a copy to (which does not constitute notice): Kutak Rock LLP P 1801 California St., Suite 3 000 Denver, CO 80202 Attn: David C. Cripe 8 AR {00350744 / 3 } 4811-4984-5038.11 If to .aderna her: Rademacher Farms Limited Liability Company 13184 WCR 13 Longmont, CO 80504 Attn: Roger Rademacher With a copy to (which does not constitute notice): Johnson Repucci LIP 2521 Broadway, Suite A Boulder, Colorado 80304 Attn: Michael J, Repucci [The Remainder of this Page is intentionally Left Blank] 9 diaLibpse 4179es RR ITT WITNESS WHEREOF, the parties have read and executed this Agreement as of the date first above written. PLATTEVILLE DAIRY, LLC, a Colorado limited liability company RADEMACHER EI AC ER FARMS LIMITED LIABILITY COMPANY By: By: Name: Name: By: By:t aaem acher, Member hael Rader'her, Iember ougla * aderiacher, Member Richard Rademacher, Member ACKNOWLEDGMENT AND GUARANTY Aurora Organic Farms, Inc., a Delaware corporation ("Aurora"), by its signature below, acknowledges that the terms of this Contract were originally negotiated between Aurora and Seller, and hereby absolutely, unconditionally and irrevocably guaranties to Seller ht efull and punctual payment and performance of all present and future obligations, liabilities, covenants and agreements required to be observed and performed or paid or reimbursed by Buyer under or relating to this Contract, including without limitation payment of costs, expenses and fees (including the reasonable fees and expenses of Seller's counsel) to the extent provided in the Contract, including without limitation in Sections 10.4 and 22 thereof. Dated effective as of the 21st day of June, 2016. (00350744 / 3 ) 4811-4984-5038.11 AURORA ORGANIC FARMS, NC., a Delaware corporation By• . . Name: Title • f 10 EXHIBIT A Legal Description A parcel located in the West one-half of the East one-half of Section 30, Township 3 North, Range 67 West of the 6th P.M, County of Weld, State of Colorado do consisting of: Lot C and Lot D, as described in the Draft Amended RE Exemption. 4811-4984-5038.11 EXHIBIT B Prior Land Use Affidavit 4811-4984-5038.11 ,,bizr RR /779,9 Aurora Organic Dairy, Platteville Facility USR Questionnaire Planning Questions 1. Explain in detail, the proposed use of the property. Aurora Organic Dairy proposes to expand the existing facility located at 6788 State Highway 66, as discussed throughout this narrative. The property is located in the Agricultural Zone District on several parcels as listed on the application form but all parcels are located in Section 30, Township 3 North, Range 67 West. The property includes USR-1405 as amended. The property is south of and adjacent to State Highway 66 approximately 3/4 mile east of the intersection of State Highway 66 and Weld County Road 13. By including all contemplated uses into this one application for a Master Plan, Aurora Organic Dairy intends to eliminate the need for continual amendments. This master plan is a guiding document that will be used to establish the phased approach to the various components of this overall facility including improvements to State Highway 66, on -site circulation, parking development, grading and drainage, and the eventual construction of all contemplated site facilities. This master plan will afford greater coordination over the life of the project. For example, Plant 2 may be completed in four separate phases, however the maximum building footprint will not exceed the 350,000 square foot envelope illustrated on the site plan included with application materials. Phasing of individual components may include additions to buildings and plants, expansions of loading docks, temporary roadways, parking lot additions and additional drainage improvements. However, the maximum footprint for the components will not exceed what is illustrated on the Master Plan USR Maps submitted with this application. The Master Plan will be divided into three components. The first is a new entrance designed in coordination with CDOT. This feature will also include landscaping along State Highway 66. The second component includes the existing and proposed processing plants. The third component includes all plant support systems. Each of these components are described below and illustrated on the attached concept master plan. Component 1: Entrance Improvements and Landscaping The first component includes improvements to the entrance at State Highway 66, a pasture area, landscaping along State Highway 66 and employee parking. Component 1 comprises approximately 49 acres of the greater 272 +/- acre property. Landscaping improvements will include the following to be addressed in the Planning Questions (Section 12) in more detail: • Entrance landscaping improvements • Pasture reseeding east of the entrance along the south side of SH 66 • Pond immediately to the west of the entrance shall be amended to accommodate the deceleration lane tapers • The addition of landscaping west of the existing pond to the west property line along the south side of State Highway 66 • Employee parking will be set back from State Highway 66 by approximately 540' and separated by the 12 +/- acre pasture. Parking will be addressed in the Planning Questions Section 11 on the pages to follow • Should an office be considered in the future, the office and associated parking will be located in the pasture area The access point(s) from State Highway 66 are currently being reviewed by CDOT. A traffic study has been prepared and included with the application materials. A copy of the existing access permit has been included with the IlTetra Tech application materials. The entrances and exits will be paved to avoid tracking soils onto the State Highway. Future improvements to State Highway 66 are anticipated and will be phased according to the resulting agreements between the property owner and CDOT. Evidence of working with CDOT and an agreement regarding improvements dated November 4, 2015 has been included in application materials. The 7+/- acre internal parking area for passenger vehicles will be either paved with stripes, or the area will be graveled with wheel stops. It is more likely to be graveled initially and as budget allows, the internal parking will be paved. A typical stall detail is included on Sheet 6 of the USR map set submitted with application materials. The internal circulation route is expected to be paved in phases as funding allows. Secondary roads to be used for facility maintenance may not be paved. Dust mitigation on unpaved surfaces will be controlled by application of water and approved chemicals for an organic operation. A sign facing State Highway 66 is existing as illustrated on the USR map submitted with application materials. A second sign to be used for directional purposes may be constructed at the eastern entrance. This second sign will be under 16 square feet in size and will comply with CDOT regulations. As the facility is not a commercial facility, signs advertising the facility are not desired. Signage is for directional purposes only. Component 2: Processing Plants The second component includes the existing plant and up to four additional Processing Plants. The Processing Plants will occupy up to 54 acres of the 272 +/- acre property. This area is located in the mid -portion of property. This area is between 10 and 100 feet lower in elevation than the entrance area. This area will accommodate an expansion of the existing plant to increase the processing capacity through plant expansion and development. The existing plant (124,000 square feet) may be expanded by another 226,000 square feet for a total maximum building envelope of 350,000 square feet. The existing facility includes raw milk delivery, processing, packaging, dry storage, cold storage and truck loading. Up to three additional plants may occupy a maximum footprint of 1,050,000 square feet as illustrated on the attached USR application map materials. Construction materials, mass and height of the existing plant may be replicated in future plants. The expansion of the plant(s) will allow different lines of service, depending on market conditions for certain products such as ice cream, butter, and other dairy products. The approximate envelope of these facilities is illustrated on the attached concept master plan. Currently, the applicant is considering the addition of a packaging line, butter manufacturing and an additional warehouse. All plants will adhere to FDA regulations. The site and plants will maintain all USDA organic regulations. Component 3: Plant Support Systems and Other Areas The fourth component of this Master Plan includes existing and future plant support systems including any necessary surge ponds as well as trailer parking. This component occupies approximately 142 acres of the 272 -acre property. Parking for semi cabs and trailers will be moved to this location from the current location near State Highway 66 on either a paved or graveled surface. Nearly 27 +/-acres of this area is mapped FEMA Zone AE floodplain. No structural improvements other than drainage features are proposed in the floodplain or floodway as a part of this master plan. Plant support systems include the existing 2,400 square foot maintenance shop, the existing and future onsite waste water treatment, the existing/future diesel fueling and/or compressed natural gas station, the existing and proposed guard house(s), vehicle maintenance facilities, equipment repair, and miscellaneous operations support. The maintenance shop may be expanded in the future for a maximum envelope of 5,000 square feet. All federal and state requirements regarding containment around potential fueling stations will be adhered to. Currently there are a number of miscellaneous structures used for security, maintenance, storage, waste water treatment and outdoor facility equipment. These structures will continue to operate as they are currently being used and expanded upon as necessary. Additional treatment capacity may be added as plant processes are expanded. 2ITetra Tech Security will be provided to control access to the plants by a guard house as illustrated on the USR map submitted with application materials. A restroom facility may be included within the structure. A gated access to the parking lot is illustrated on the USR map. Up to six (6) Conex storage units may be used for the storage of bulky parts and equipment unable to be stored conveniently within plant areas. The location of the Conex containers will vary, but are expected to be located near the plant site. Currently, there is one on -site wastewater pre-treatment facility located where future plant expansion activities may occur. Should relocation be necessary, the applicant and Tetra Tech will coordinate with St. Vrain Sanitation District to discuss alternatives. If relocation is necessary, the existing plant will be decommissioned and once replacement is commissioned, the existing plant will be removed. The applicant has estimated the appropriate required space on -site for relocation as well as expansion needs should on -site treatment capacity be needed in the future. Due to varying needs associated with specific treatment processes, individual tank, structure and facility envelopes have not been depicted on the plans. Approximate envelopes have been illustrated on the plans. The existing plant support systems along with the site drainage improvements will be made as site development occurs. A preliminary grading plan and drainage report are included with application materials. These documents contemplate the maximum possible impervious surfaces. Final drainage and grading plans and reports will be provided as improvements are made and the final impervious surface is known. Site Security and Lighting Proposed security features and facilities include a security structure(s) discussed previously. Lighting will be for security purposes and shall not spill onto adjacent properties. The lighting detail has been illustrated on the USR map sheets supplied with this application. The details provided offer standard lighting specifications for the parking lot and mounted light fixtures, the final selection of lights will be made based on the final design when the structures are constructed. Site Access All access points are from an existing access at State Highway 66 approximately 3/4 mile east of the intersection of Weld County Road 13 and State Highway 66 on the western edge of the property. This access will be improved in coordination with CDOT. See supporting materials included with the USR application. An additional access point is currently under discussion with CDOT and is proposed to be at the eastern property boundary. If approved, the two accesses will be approximately 1,200 feet apart. The existing access to the residential structure on site will be removed should the second facility access be granted. Tracking control is accomplished by using the existing paving which is in excess of 500'. Currently, tanker trucks access the facility to deliver raw milk and standard trucks leave the facility with finished product. At this point in time, it is anticipated that 275 trucks will access the site in a 24 -hour period at full expansion from the westernmost access. The number of employees at the future processing facilities may increase to 425 spread over three shifts. The property owner and Tetra Tech will continue to work with CDOT on the construction plans and potential for a second access. The second access, if constructed, is intended to provide a second entrance and exit for passenger vehicles only. This will separate some passenger vehicles from truck traffic in order to improve site safety. 3ITetra Tech According to the conclusions section of the Traffic Report found on page 24, the "current operating conditions arc acceptable in the arca of Aurora Dairy." Further, on page 25, "the planned expansion of Aurora Dairy is viable from a traffic engineering standpoint." The report further defines proposed improvements and phasing of these improvements to be discussed with CDOT. Upon agreement, Aurora Organic Dairy can begin the phasing the design of the improvements. The safety of traffic movement on -site is of paramount importance to Aurora Organic Dairy. The existing entrance will be re -designed to accommodate both trucks and passenger vehicles. The following safety measures have been designed to minimize potential impacts. • Two inbound lanes will accommodate both passenger vehicles and truck traffic. • The total length of the west inbound lane is approximately 400 feet, which provides staging for 5 semi -trailers (74 feet long). The west inbound lane is 25' in width. There is enough width to also accommodate additional vehicle staging if needed. • Once on site, traffic splits into their respective lanes. Lane directions will be painted on the drive. • The guard shack can be used to halt traffic coming from the plant to allow free flow of employee traffic if needed. • The two outbound lanes will provide separate left turn and right turn lanes for all traffic leaving the site. Aurora Organic Dairy has taken these precautions in designing the facility entrance to accommodate the increased traffic flows. It is important to note though that Aurora Organic Dairy has requested a second access point from CDOT at the easternmost property boundary. This secondary access will accommodate employee traffic and further separate truck traffic and passenger vehicle traffic. Temporary Mobile Units for Construction Trailers The site may have temporary construction trailers on site. This use is included in the USR application to avoid having to apply for Zoning Permits at a later date. 2. Explain how this proposal is consistent with the intent of the Weld County Code, Chapter 22 of the Comprehensive Plan The Weld County Comprehensive Plan has established Goals and Policies supportive of the continuance of agricultural, transportation, agricultural waste and alternative energy development. Below is a list of specific goals followed by an explanation of how the goals are being addressed by this application. A.Goal 1. Respect and encourage the continuation of agricultural land uses and agricultural operations for purposes which enhance the economic health and sustainability of agriculture The proposed facility represents an expansion of an existing agricultural business within Weld County. The facility is located adjacent to an existing dairy permitted through USR-1625. This dairy along with other certified Organic suppliers in the region utilize this facility to process their raw materials. The presence of a facility like Aurora Organic Dairy's current facility at this location, is a benefit to other dairies and enables continuance of dairy production in Weld County. A. Policy 1.1 states, "The proposed facility establishes and maintains an agricultural land use designation to promote the County's agricultural industry and sustain viable agricultural opportunities for the future" and A.Policy 1.5 states, "support and entice agriculturally related businesses and processing facilities." Both Policies are supported by this application. 4ITetra Tech A.Goal 2. Continue the commitment to viable agriculture in Weld County through mitigated protection of established (and potentially expanding) agricultural uses from other proposed new uses that would hinder the operations of the agricultural enterprises. And, A. Policy 2.2 "Allow commercial and industrial uses, which are directly related to or dependent upon agriculture, to locate within agricultural areas when the impact to surrounding properties is minimal or mitigated and where adequate services and infrastructure are currently available or reasonably obtainable. These commercial and industrial uses should be encouraged to locate in areas that minimize the removal of agricultural land production." The proposed facility is a use that is directly related to agriculture and represents a significant commitment to sustaining viable agricultural operations in Weld County. The application has also considered the reverse of this Goal by carefully considering the impact of the project on adjacent properties. • West: The property owner to the west has been contacted regarding this proposal. • East: The property to the east is the existing dairy permitted through USR 1625 as well as property owned for water supply by Triple RD Farms. • South: The property to the south is river corridor, a Special Use Permit for a feed lot (SUP 329), gravel mining, and land within the Town of Firestone's growth management area. The applicant and Tetra Tech met with the Town of Firestone prior to submitting an application to Weld County. • North: The property directly to the north is Triple RD Farms who has been contacted regarding this proposal. Grandview Estates is located to the northwest by approximately 1/4 mile and is residential within the Town of Mead. The applicant and Tetra Tech met with the Town of Mead prior to submitting an application to Weld County. The careful consideration of landscaping along State Highway 66, plant expansion placement at a lower elevation, and coordination with CDOT regarding access control exhibits the property owner's commitment to considering its impact within the vicinity. The dairy and plant facility have been in operation through USRs as early as 2003. Uses allowed by right have been occurring on site since 1982. A letter was mailed to all property owners within 1/2 mile of the property boundary on August 19, 2016. This letter and the list of those who were mailed the letter via first class postage is included in application materials. The purpose of the letter was to inform neighbors of the Master Plan intent and invite neighbors to contact Aurora Organic Dairy with any questions prior to submitting the application for review. A.Goal 4 Promote a quality environment which is free of derelict vehicles, refuse, litter and other unsightly materials. Significant improvements are proposed to this site. Natural and aesthetically pleasing landscaping has been designed to foster an instinctive connection with the surrounding rural and urbanizing landscape. The existing trailer parking located at the entrance will be relocated to the south side of the property. A.Goal 7. County land use regulations should protect the individual property owner's right to request a land use change. A.Policy 7.1. "County land use regulations should support commercial and industrial uses that are directly related to, or dependent upon, agriculture, to locate within the agricultural areas, when the impact to surrounding properties is minimal, or can be mitigated, and where adequate services are currently available or reasonably obtainable." The proposed use is an agriculturally -related facility. The site is being master planned so that future development of the site is conducted in harmony with the surrounding property uses as well as in coordination with the overall site components. 5iTetra Tech Weld County's Right to Farm statement is supported by the application and will be placed on the Use by Special Review Plat prior to recording. T.Goal 3. Promote a unified, functionally integrated and coordinated County -wide Street and highway system that moves people and goods in a safe, economical and efficient manner. And T. Policy 3.2 The design of roads, streets and highways should take into consideration adjacent land uses. And T. Policy 3.4 Ensure that all road, street and highway facilities are developed, constructed and maintained in accordance with adopted County standards or approved alternate development standards. Ensure that road, street and highway rights -of -way are dedicated or reserved for the public use. Aurora Organic Dairy is working with CDOT to upgrade access to the site along Highway 66. Aurora Organic Dairy is committed to on -site safety as well as the safety of its employees and truck drivers who utilize the facility. The design of internal road ways will allow for traffic within the site flow in a smooth and safe fashion. Improvements to State Highway 66 include the addition of turn lanes that will significantly improve the overall safety of the site. 3. Explain how this proposal is consistent with the intent of the Weld County Code, Chapter 23 (Zoning) and the zone district in which it is located. The application materials have been prepared according to the Weld County pre -application meeting held on January 29, 2016, and in conformance with Article III, Division I, Section 23-3-10 of the Weld County Code. The current property is zoned "A" Agricultural and according to the Weld County Code, processing facilities arc a Use allowed by Special Review in the Agricultural Zone District. The proposed facility complies with the intent of the Agricultural Zone. Article III, Division 1, Sec 23-3-10 which notes that "the A (Agricultural) Zone District is intended to provide areas for the conduct of agricultural activities and activities related to agriculture and agricultural production without the interference of other, incompatible land USES". "The A (Agricultural) Zone District is also intended to provide areas for the conduct of USES by Special Review which have been determined to be more intense or to have a potentially greater impact than USES Allowed by Right. " The proposed facility is dependent upon agricultural in its use and design and fits well with spirit of the A (Agricultural) Zone District. "The A (Agricultural) Zone District regulations are established to promote the health, safety and general welfare of the present and future residents of the COUNTY." The proposed facility has been designed to ensure on -site circulation safety, safe access to buildings and parking for employees, and safe access points at State Highway 66. The facility is designed to have minimal impact on the surrounding land uses and is equipped with state-of-the-art safety features. The western portion of the property is located within the I-25 urbanizing area. Section 26-1-50.B lists land uses that are exempt from requiring a PUD for development including 1(c) which are Agricultural Service Establishments. These facilities are primarily engaged in performing agricultural, animal husbandry or horticultural services on a fee or contract basis, including such uses as outlined in Subsection 23-3-40.B of the Weld County Code. Section 23-3- 40.B then lists Agricultural Service establishments and includes (12) Animal processing facilities. Animal processing facilities are defined as an "activity associated with the transformation of materials or substances into new products, which may include blending of gases and liquids." 4. What type of uses surround the site (explain how the proposed use is consistent and compatible with surrounding land uses). The project will be compatible with the surrounding land uses. The application has considered the impact of the project on adjacent properties. The surrounding properties are in agricultural production with rural residential uses. The proposed facility will enhance the State Highway 66 corridor. The master plan for the property will become more 6ITetra Tech compatible through the relocation of parked trailers to the south and the landscaping along the State Highway 66 corridor. Aurora Organic Daily has been a good neighbor and contacted adjacent neighbors as well as those within 1/2 mile prior to submitting this application. Letters of support from neighboring properties are included with application materials. 5. What are the hours and days of operation? The site currently operates 24/7, 365 days per year. Plant operations are divided into three shifts. Currently, the largest of the three shifts is from 7 am 3 pm. The other two shifts are 3 pm to 11 pm and 11 pm to 7 am. Generally, truck operations are at any time, but are normally concentrated to daylight hours. 6. List the number of full time and/or part time employees proposed to work at this site. At full build -out, there may be as many as 425 full-time employees employed at the site. Currently, there are 175 full- time individuals employed at the site. 7. If shift work is proposed include the number of employees per shift. Currently, there are three shifts in a 24/7 work week so not all employees are on site at one time. The largest potential shift is the day shift which starts at 7 am and ends at 3 pm with up to 75 employees in this current shift. The other two shifts are 3 pm to 11 pm and 11 pm to 7 am with up to 50 employees currently working in each of these two shifts. In the future, it could be estimated that of the 425 employees, 165 could work the first shift with 130 in each of the other two shifts. S. List the number of people who will use this site. Include contractors, truck drivers, customers, volunteers, etc. Currently, up to 120 truck drivers access the site for delivery of raw materials and transport of finished product. At full build out, it is anticipated that up to 275 truck drivers will be accessing the site on a daily basis. 7ITetra Tech 9. If this is a dairy, livestock confinement operation, kennel, etc., list the number and type of animals. Any grazing of animals will not exceed the animal unit density allowed by the Weld County Code. 10. Describe the type of lot surface and the square footage of each type. (e.g. asphalt, gravel, landscaping, dirt, grass, buildings) The following table describes the various components of the Master Plan contemplated at full build -out. Intermediate conditions may vary. There is a great deal of acreage designated as "Truck Parking." Note these areas could also be used for grazing or construction staging as it is not contemplated that a full 66 acres would be devoted to truck parking. For the drainage calculations, road base was considered vs. vegetation. Aurora Organic Dairy Surface Description Component Surface Description Acreage (+/-) North Pasture Grass/Vegetation 13 South Pasture Grass/Vegetation 15 North Pond Grass/Vegetation, Water Surface 5 Truck Parking (3 areas) Gravel, Paved 29 Pasture/Future Truck Parking Vegetation/Road Base 27 Buildings (existing 8L proposed) Structures 36 Truck Loading Areas/Parking/Roads Paved 31 West Pasture Grass/Vegetation 116 Total Acreage 272 11. How many parking spaces are proposed? How many handicapped (ADA) parking spaces are proposed? The maximum square footage for the parking area is illustrated on the maps submitted with this application. Placement was selected to buffer and screen the parking area from State Highway 66 and adjacent landowners. The parking lot capacity was calculated by carefully considering requirements found in the Weld County Code, Section 23-4-30 balanced against the realistic demand. The realistic demand is based on historic work -shift patterns as well as advances made that reduce the need for large numbers of employees due to industry efficiencies as is illustrated in the table below. Aurora Organic Dairy Parking Maximum square footage Number of stalls per Code Number of proposed stalls Rationale 1,400,000 2,800, manufacturing or 1,400, warehousing 475 + required ADA 425 employees in three shifts An exhibit illustrating a typical striping plan and parking stall layout is included on the map detail sheets. Trailer parking will occur in the southern portion of the property but not within the floodplain as illustrated on the USR Map submitted with this application. 12. Explain the existing and proposed landscaping for the site. The landscaping in this parking lot area includes six shade trees. North of the parking lot area is a 12 +/- acre area that can be used as a pasture to allow for the grazing of a limited number of cattle. The intended landscaping within confined pasture areas will not be denuded by overgrazing. The proposed trees as illustrated on the submitted landscape plan has been selected for low water usage as well as pest resistance. 8ITetra Tech The 5 +/- acre parcel located to the west of the entrance is the site of an irrigation pond. This pond provides water for the Dairy located to the east of the property. The Dairy is owned and operated by a sister company to the owner of this site. Landscaping west of the ditch along the south side of State Highway 66 to the western property boundary is proposed to be landscaped as illustrated on the USR maps provided with application materials. Drought tolerant landscape materials that are also pest and disease resistant have been selected. While the majority of the improvements are being proposed for the existing property located outside the I-25 RUA, the applicant has applied landscaping principles of the RUA to this proposal including the following: • The proposed primary parking lot is nearly 180,000 square feet necessitating nearly 18,000 square feet to be covered by at least 75% live plant materials (13,487 square feet). The application has exceeded this requirement by proposing nearly 30,000 square feet of live plant material. In addition, eight ornamental trees are planned for the entrance drive and six trees are planned for the parking lot. • The parking lot for the proposed western plan is 82,000 square feet. No landscaping is proposed as the site is set back 700 feet from State Highway 66 and is just south of an existing irrigation pond. It is additionally screened by the existing irrigation pond and the landscaping along Highway 66. • Along the Highway 66 Corridor, there is to be 1 tree per 40 linear feet. The frontage within the I-25 RUA is 270 linear feet, therefore 7 trees are required. The application materials have illustrated 4 evergreen and 3 deciduous trees along with 42 ornamental grasses to soften the edge of the right of way. 13. Describe the type of fence proposed for the site. The site will be fenced with material appropriate for the location. For example, any grazing areas may be fenced with barbed wire and the plant area may be fenced with chain link. 14. Described the proposed screening for all parking and outdoor storage areas. If the site is located in a floodplain outdoor storage is restricted. Trailer parking will occur in the southern portion of the property but not within the floodplain. Approximately 27 acres of this area is mapped FEMA Zone AE floodplain. The remaining acres of these components are labeled for various uses including parking of semi cabs and trailers on a graveled or paved surface. No improvements are proposed in the floodplain or floodway with the exception of drainage improvements, as a part of this master plan. See narrative regarding employee parking elsewhere in this USR questionnaire. Currently there are a number of miscellaneous structures used for security, maintenance, storage, waste water treatment and outdoor facility equipment noted on the USR Map. These structures will continue to operate as they are currently being used and expanded upon as necessary. Up to six (6) Conex storage units may be used for the storage of bulky parts and equipment unable to be stored conveniently within plant areas. The location of the Conex containers will vary, but are expected to be located near the plant site. 15. Explain any proposed reclamation procedures when termination of the Use by Special Review activity occurs. Aurora Organic Dairy is making significant capital expenditures on this property and does not have plans to terminate the use on the property. Should a structure or use be terminated, the property will be utilized for another use necessary for the operation of the plant function. When termination of the facility occurs, the facilities will be removed and the land will be returned to its native state. 9ITetra Tech 16. Who will provide fire protection to the site. The property is within the Mountain View Fire Protection District boundary. Existing fire hydrants are shown on the USR map. Additional hydrants will be added on an as -needed basis in coordination with the District. An email from Fire Marshal LuAnn Penfold dated February 16 and August 26, 2016 is included in application materials indicating the ability to serve the facility. 17. List all proposed on -site and off -site improvements associated with the use (e.g. landscaping, fencing, buildings, drainage, turn lanes, etc.) and a timeline of when you will have each one of the improvements completed. The following additional on -site improvements will be constructed at this location: o Grading, anticipated to be completed with each phase of construction. A SWMP will be filed with the State of Colorado and a Grading Plan filed with Weld County, as appropriate per each phase. o Landscaping, anticipated to be completed within 12 months of completion of the parking lot. o Offsite improvements to State Highway 66 to be coordinated with CDOT, to be initiated in 2017. Construction on the entrance will commence upon CDOT's approval of the plans but not start sooner than Spring, 2017. Landscaping installation and parking lot improvements will occur in the Fall, 2016 or Spring, 2017. Plant expansion is anticipated for Fall, 2016 or Spring, 2017 and includes additional processing, filling and refrigerated storage of fluid milk products. Potential butter processing, packaging and refrigerated storage of butter is also contemplated. Engineering Questions 1. Describe how many round trips/day are expected for each vehicle type: Passenger Cars/Pickups, Tandem Trucks, Semi-Truck/Trailer/RV (Roundtrip = 1 trip in and 1 trip out of site) At this point in time, it is anticipated that 275 trucks (total number) will access the site in a 24 -hour period at full expansion from the westernmost access. The number of employees at the future processing facilities may increase to 425 spread over three shifts. At one point in time, a bio-fuel facility was contemplated for the southern portion of the facility. The Traffic Report submitted with this application contains the count for the contemplated bio-fuel facility. The property owner and Tetra Tech will continue to work with CDOT on the construction plans and potential for a second access. In the table below, the types of vehicles that may access the site are organized by the various proposed uses. The weight of vehicles is unknown however, vehicles will not exceed CDOT's required specifications for pounds per axle. Aurora Organic Dairy Vehicle Description: Current and Projected Type/Size of Vehicles Estimated Number of Trips per 24 hour day Large trucks (delivery trucks) 275 Employee vehicles 425 According to the conclusions section of the Traffic Report found on page 24, the "current operating conditions arc acceptable in the area of Aurora Dairy" even counting the 25 trucks previously contemplated for the bio-fuel facility. Further, on page 25, "the planned expansion of Aurora Dairy is viable from a traffic engineering standpoint." The report further defines proposed improvements and phasing of these improvements to be discussed with CDOT. Upon agreement, Aurora Organic Dairy can begin the phasing the design of the improvements. IOlTetra Tech 2. Describe the expected travel routes for site traffic The on -site traffic routes have been illustrated on the USR map submitted with application materials. 3. Describe the travel distribution along the routes (e.g. 50% of traffic will come from the north, 20% from the south, 30% from the east, etc.) Due to the regional importance of I-25, it can be assumed that 75 80% of the traffic will be generated from the west and be destined to the west. The residual 20 — 25% will be generated from the east and destined to the east. 4. Describe the time of day that you expect the highest traffic volumes from above. The peak hour for shift work is at the end of the day shift and the beginning of the evening shift which is estimated to be between 2:30 and 3:30 p.m. See page 10 of the Traffic Report for further details. 5. Describe when the access to the site is planned. Site access modifications will be designed as soon as this USR is approved. Construction commensurate with warrants will commence in 2017. 6. Drainage Design: Detention pond summarized in a drainage report is required unless the project falls under an exception to stormwater detention requirements per code section 23-12-30 F.1. a. Does your site qualify for an exception to stormwater detention? If so, describe in a drainage narrative the following: 1. Which exception is being applied for and include supporting documentation. 2. Where the water originates if it flows onto the property from an offsite source 3. Where it flows to as it leaves the property 4. The direction of flow across the property 5. If there have been previous drainage problems with the property Per Weld County Code 23-12-30.F.1.a.12, detention is not required if the individual parcel connects directly with the floodplain channel. A drainage master plan report has been prepared and included with this submittal. b. Does your site require a stormwater detention pond? If so, the following applies: 1. A drainage report summarizing the detention pond design with construction drawings and maintena nce plan shall be completed by a Colorado Licensed Professional Engineer and adhere to the drainage related sections of the Weld County Code. 2. The drainage report must include a certification of compliance stamped and signed by the PE which can be found on the engineering website. 3. A general drainage report guidance checklist is available on the engineering website. More complete checklists are available upon request. This site does not require a Stormwater Detention Pond. Stormwater will be collected into surface channels or subsurface storm sewers as the site gradually develops. The drainage for the master plan is included in the USR application. The storm sewer system (surface and subsurface) will convey flows to the southeast corner of the site, which is mapped FEMA floodplain. There is a side channel of the St. Vrain River located in this area of the property. Per Weld County Code 23-12-30.F.1.a.12, detention is not required if the individual parcel connects directly with the floodplain channel. Stormwater discharges from the site will discharge undetained water into the river channel located on site. Drainage flow arrows have been placed on the USR Map provided with the application materials. A drainage master plan report has been prepared and included with this submittal. II (Tetra Tech Environmental Health Questions 1. What is the drinking water source on the property? If utilizing a drinking water well including 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. Water is provided by Little Thompson Water District. A copy of recent correspondence is included in application materials. The applicant has been working with the District regarding water provision. As of the submittal date of the application, the District has not determined what improvements are required. It is anticipated that a new water supply line will be required from the site to Weld County Road 13 within the State Highway right of way. At this time, it is anticipated that the landscaping will be irrigated with the water tap but we are also investigating if the Sekich #3 Ditch can be used. 2. What type of sewage disposal system is on the property? If utilizing an existing septic system provide the septic permit number. If there is not septic permit due to the age of the existing septic system, apply for a septic permit through the Department of Public Health and Environment prior to submitting this application. If a new septic system will he installed please state "a new septic system is proposed". Only propose portable toilets if the use is consistent with the Department of Public Health and Environment 's portable toilet policy. Sanitary sewage is currently disposed of via tap with St. Vrain Sanitation District. The applicant has been working with the District regarding the expansion plans and any increase or decrease of service needed and a letter from the District dated August 26, 2016 is included with application materials indicating an intent to serve. 3. If storage or warehousing is proposed, what type of items will be stored? The plant includes storage of raw, and completed dairy products within the plant. Outside storage may include the semi parking area south of the future plant expansion envelope as well as miscellaneous storage of maintenance equipment. The shop will store vehicles during the winter and will be used to service equipment year round. The shop may store polymer and coagulant used for the waste water treatment facility. Oils, grease, hand tools and miscellaneous parts will be stored within the building. There will be a small frame up for an office area within the building too. Up to 6 Conex storage containers may be used for the storage of bulky parts and equipment that is unable to be stored conveniently within plant areas. 4. Describe where and how storage and/or stockpile of wastes, chemicals, and/or petroleum will occur on this site. Stockpiling and storage of wastes is not anticipated at this site. Additional roll -off trash compactors will be added on an as -needed basis as the site develops. 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. A diesel fuel and/or liquefied natural gas fueling station is anticipated but the size of tank(s) has not been determined at this point in time. Secondary containment as required by regulatory authorities will be installed, if and when the tanks are constructed. At the time the tank size and configuration are known, the applicant will work with Weld County Department of Public Health and Environment. I2ITetra Tech 6. If there will be washing of vehicles or equipment on site indicate how the wash water will be contained. Product delivery trucks and equipment wash water is collected into the process sewer waste system that is on -site. The existing Clean in Place (CIP) system for bulk liquid tankers will continue. Effluent is pre-treated. 7. If there will be floor drains indicate how the fluids will be contained. All floor drains collect process water and deliver the process water to the on -site waste water pre-treatment system. S. Indicate if there will be any air emissions. (e.g. painting, oil storage, etc.) No air emissions are planned for this facility. 9. Provide a design and operations plan if applicable. (e.g. composting, landfills, etc.) A Design and Operations Plan is not applicable per pre -application meeting notes. 10. Provide a nuisance management plan if applicable. (e.g. dairies, feedlots, etc.) A Nuisance Management Plan is not applicable per pre -application meeting notes. 11. Additional information maybe requested depending on the type of land use requested. No additional information was identified as necessary to this application during the pre -application meeting or reflected in the follow-up notes. I3ITetra Tech Building Questions 1. List the type, size (square footage), and number of existing and proposed structures. Show and label all existing and proposed structures on the USR drawing. Label the use of the building and the square footage. 2. Explain how the existing structures will be used for this USR? 3. List the proposed use(s) of each structure. The following is a list of existing and potential new structures, many of which have been described previously. The final dimensions and location of the equipment and structures will be determined upon application for a building permit, however, the general placement is included in the USR application materials. The applicant is aware of the Weld County Building Permit and Plans Examination process. Aurora Organic Dairy would like to propose that the plant to be located to the west of the existing plant be placed adjacent to the existing facility. This may necessitate vacating utility easements and lot lines and will work with the Department of Planning Services immediately following submittal of this land use application to determine what process is necessary. Aurora Organic Dairy Existing and Proposed Uses of Structures Building Description Maximum Size (square feet) Use Guard Shack 200 Guard Shack and Restroom Conex Boxes Various Storage Temporary Construction Trailers Various Use for construction management/office during construction Existing Processing Plant (with expansions) 350,000 Dairy Processing Expansion Processing Plant 2 350,000 Dairy Processing Expansion Processing Plant 3 350,000 Dairy Processing Expansion Processing Plant 4 350,000 Dairy Processing Storage Building/Shop 5,000 Storage Wastewater Treatment TBD Equipment and facilities I4ITetra Tech COLOR ADO Department of Transportation Region 4 10601 W 10h Street Greeley, Co 80634 (970) 350.2148 (Fax) 350.2198 November 4, 2015 John Beutler and Joe Harmon Aurora Organic Dairy 6788 State Highway 66 Platteville, Colorado 80651 RE: Access Permit for Aurora Organic Dairy at State Highway 66, Weld County, Colorado Dear Joe and John: The Colorado Department of Transportation (CDOT) recognizes that Aurora Organic Dairy is preparing a master plan for the facility located near Platteville on State Highway (SH) 66. CDOT is wilting to wait for the results of the Traffic Study and the Master Plan before requiring a new access permit and the warranted highway improvements until the Master Plan is completed and approved by Weld County. Ultimately, all warranted improvements must be permitted by April 30, 2017 and construction started during the construction season of 2017. Failure to comply may result in the access to the facility being limited to right in and right out only. If Aurora agrees to this condition, please sign below and return to me. Sincerely, a Hice-Idler Region 4 Permits Manager Concurrence: Organi ry, concur. Date //e/��3----- (John Beutler) as the representative of Aurora pF c0 1420 - 2.'4 Street, Greeley, Co 80631 P 970.350.2103 F 970.350.2179 www.coloradodot.Info iN t i. •*• * I876,K,. Aurora Organic Dairy, Platteville Facility Access Photos Existing Access for the proposed facility will be improved. The applicant, Tetra Tech and CDOT are working collaboratively. CDOT will review and approve the proposed plans to be installed. Looking South across SH 66 at the existing access Looking west on the south side of SH 66 at the existing access point 1 Looking east on the south side of SH 66 at the existing access point. Looking north from inside the access on the south side of SH 66 across the highway 2 Looking South across SH 66 at the proposed access area Looking west on the north side of SH 66 at the proposed access point 3 Looking east on the north side of SH 66 at the proposed access point. Looking north from proposed access on the south side of SH 66 4 COLORADO DEPARTMENT OF TRANSPORTATION STATE HIGHWAY ACCESS CODE NOTICE TO PROCEED 0!-10T Permit hie 408004 SH/S/MP 66 t3 iiii 45.703 / R Local Jurisdiction wz[d County Permittee(s): Applicant: Aurora Dairy Corporation AGPROFFSSIO\.A1.S. LLC odv ftolllnilsworth 1401 Walnut. Suite 500 4550 State i-lighwav 60 Boulder. CO 80302 Longmont. CO 80504 The permittee is hereby authorized to proceed with access construction within state highway right-of-way in accordance with the above referenced State Highway Access Permit and this Notice to Proceed This Notice to Proceed is valid only if the referenced Access Permit has not expired. Access Permits expire one year from date of issue if not under construction, or completed. Access Permits may be extended in accordance with Section 2.3(11)(d), of the Access Code. Adequate advance warning is required at all times during access construction, in conformance with the Manual on Uniform Traffic Control Devices for Streets and Highways. All construction shall be completed in an expeditious and safe manner and shall be finished within 45 days from initiation. The permittee or applicant shall notify the Department prior to commencing construction as indicated on the Access Permit. Both the Access Permit and this Notice To Proceed shall be available for review at the construction site. This Notice to Proceed is conditional. The following items shall be addressed prior to or during construction as appropriate Municipality or County Approval ;When the appropriate local authority retains issuing autncrity't E} (X) Title Date This Notice is not valid until signed by a duly authorized representative of the Department Colorado Department of Transportation E r4 r (x) _ ;I �1,,�_—� G T !!e C r E�, y rot �� Date 1 1 2 2009 Copy dist'ibution: Required: Region (original} Applicant Staff Access Section MaKe copies as necessary for, Local Authority Inspector Linda Mct�illiams MTCE Patrol Traffic Engineer 16-Gilcrest Form 1265 8/98, 6/99 COLORADO DEPARTMENT OF TRANSPORTATION STATE HIGHWAY ACCESS PERMIT CDOT Permit No. 408004 Permit fee 5100.00 Date of transmittal 1/17/2008 Reoion:'Section, Patrol 4 / 01 / i 6-Gilcrest State Highway No/Mp/Side. 66 B / 45.703 / R Local Jurisdiction Weld County The Permittee(s): _Aurora Dairy Corporation :401 Walnut, Suite 56i11 BrruiLici.lO 80302 -'11-564-6796 N I i1= App€icant: AGPROFESSIO\ALS, LLC Cody T-Ioliines\vorth 4350 State Hi-ghway 66 Longmont_ CO SUt 04 975-535-9313 NI Sti Ref No.: s he-eby granted perm ss'or to have an access to tre state 'r gn. ay at the location no:ec below. The access shat. be constructed. maintainer arc used r acco-pance with this ^err-'; ..uc no the State Highway Access Code and any attachments. terms. conditions and ern . bits This permit may be-evc{ec by the issuing authority if at any time the permitted access and its use violate any oats of th's permit. The issuirg a.ahority the Department and their 0.1.'y acpc:rted agents and employees shall be held harmless age nst any action for persona! :nun or property damage s..s:aired by reason o- the exe-c- se C 'ne c.ermit. Location: This access is located on State Hiahway 60. a distance of 3710 feet east of mile post 45 on the south,r:ght side. Access to Provide Service to: [_::n t;_ c.>.: 987 - Milk Price ring Plant I-!nsts, I.1)1": AD 1 Additional Information: UPON AN EXPANSION OF THE AURORA DAIRY PLANT WHICH INCREASE TILE TRAFFIC COUNTS USING 'MIS ACCESS, 'I•[ Ill PERMTTTEE IS REQUIRED .LO CONTACT CDOT FOR REEVALUATION OF TI FIR ACCESS, ROADWAY IMPROVEMENTS MAY BE REQUIRED AT SUCH TIME. MUNICIPALITY OR COUNTY APPROVAL Required only when the appropriate local authority retains issuing authority Signature Pant Name Title Date Upon the signing of this permit the permittee agrees to the terms and conditions and referenced attachments contained herein. All construction shall be completed in an expeditious and safe manner and shall be finished within 45 days from lnitiaton. The permitted access shall be completed in accordance with the terms and conditions of the permit prior to being used_ The permittee shall notify Linda McWilliams with the Colorado Department of Transportation in Greeley, Colorado at (970) 350-2147, at least 48 hours prior to commencing construction within the State Highway right-of-way, The person signing as the cermittee must be the owner cr iega representative of the property served by the perry Iced access and have fuii au:nor:y to accent the cemrit ano its terms and conditions. Perrnittee Signature , i u I Print Name Date L This permit is not valid until signed by a duly authorized representative of the Department. COLORADO DEPARTMENT OF TRANSPORTATION Signature Print Name Title Date (of issue) Copy Distribution: Required: 1.Regicn 2 Applicant Make copies as necessary for_ 3_Staff Access Section Local Authority inspector 4.Central Files MTCE Patrol Traffic Engineer Previous editions are obsolete and may not be used Page 4 of 3 CDOT Form #101 5/07 :e. H'io .way Ao:ess Permit _c v.. Page s; following paragraphs are excerpts of the State Highway Access Code. These are provided for your convenience but alleviate compliance with ell sections of the Access a:se A copy of the State Highway Access Ccce is a. r. e .roar your iceLa isseieo authority'Icca .e. hie t., .: e Cciorado DecarimentTransportation: De panmenti. th:s permit was iss .ec the issuing au:rc,.tfmade is osois':on based in pal't or information submitted by the applicant, on the access category which is assigned to the highway, what alternative access to other pubic roads and streets is available, and safety and design standards. Changes in use or design not approved by the permit cr the ,o__ no authority may cause the revocation or s_iscens'.on of ., r t. APPEALS 1 Should the permittee or applicant object to the denial of a permit application by the Department or object to any of the terms or conditions of a permit placed there by the Department. the applicant and permittee (appellant) have a rioht to appeal the decision to the [Transportation] Commis.sAcn [of Cc'orco To appeal a decson. sebm:t a reque.st for adminis:ra:„e hearinc to the ITranspcntation Commission of Colorado within 60 days of transmittal of not ce of denial or transmittal of the permit for signature. Submit the request to the Transportation Commission of Colorado, 4201 East Arkansas Avenue, Denver, Colorado 80222-3400. The request shall include reasons for the appeal and may include changes, revisions. or conditions that v c„'d be acceptable to the permittee or arc. cant. 2. Any appeal by the app: cant or permittee of action by a [coal issuing authority shat be fled with the local authority and be consistent with the appeal procedures of the local authority. 3 In submitting the request for administrative rearing, the a:pel'a nt has the colon cf including within the appeal a request for a retvie Li the Departments internal admix stra:ve re. committee pursuant to [Code] subsection 2.10. When such committee review ,s requested, processing of the appeal for formal administrative hearing, 2 9(5) and (6), shall be suspended until the appellant notifies the Commission to proceed with the administrative hearing, or the appellant submits a request to the Commission or the a--,Istratve law fudge to withdraw the appeal. The two ▪ :1s_rat:ye processes. the internal administrat.ve review --h.ttee, and the adminis:rat:ie hearinc may not run f;ecardless of any communications, meetings, ede:enfttlrative reviews or negotiations with the Department • internal administrative review Committee regarding .!'t :i-s or objections to the permit or a de- a. if the _ ._ . _ e or apolican:..ishes to appeal the Depart _. is to the Commission for a hearing, the appeal must . . _:qht to the Comr es'or, within, 63 days cf transmittal _ . t'ds of denial or transet teal of the permit. FER1.]7 EXPIRATION 1. A permit shall be considered exp rcc if the 2.-.--==••= urger construction within one year cf the permit ssL.v dare or before the expiration of any authorized extens;cn, the permittee is unable to commence construction within one year after the permit issue date. the permittee may request a one year extension from the 'a5''u Cg authority. ND "lore thafl tc'.o one-year extensions ma." cc granted under or oirc..mstances If the access !s not um,de' cchstructien three years f'om date of issue tre porn'',:: wl l be cons'ce-c: expired. Any request for an extension must be in avrt ho a -.d submitted to the issuing authority before the permit expires The request should state the reasons why the extension is necessary, when construction is anticipated, and include a copy cf page 1 (face of permit: of the access cerm;t Extens:on acc'ro'vals shall be in v.r:invThe lope, Is.. - S authc , she.' obtain the cure..:.c:.,..cf the Desan.m en: prior to the approval cf an extension and shall rot:`y Depahtmert cf all denied extenscrs .iii":in ten day's. Any person wishing to reestablish an access permit that has expired may begin again with the application procedures. An approved Notice to Proceed, automatically renews the access permit for the period of the Notice to Proceed. CONSTRUCTION 1. Construction may not begin ertil a Notice tc Proceed is approved. (Code subsection 2.4' 2. The construction of the access and its appurtenances as required by the terms and conditions of the permit shall be completed at the expense of the permittee except as provided in subsection 2.14. Al' materials used n the construction of the access with n the highway right-cf-,.,.ay o on permanent easements. become public property. A -y materials removed from the h gnway right-of-way be disposed of only as directed by the Department. All fencing_ guard rail, traffic control devices and other equipment and materials removed in the course of access construction shall be given to the Department unless otherwise instructed by the permit cr the Department inspector 3. Tre perm:I:tee shall no:if, the „ viduai or :he c.Ice specified on the permit or Nctioe to Proceed at least ho working days prior to any construction within state higninay right-cf-way. Construction of the access shall not proceed until both the access permit and the Notice to Proceed are issued. The access shall be completed in an expeditious and safe manner and shall be finished within 45 days from initiation cf construction within the highway right-of-way_ A construction time extension not to exceed 30 working days may be quested from the individual c- office spec:fed ch the per~:.,. 4. The issuing authority and the Department may inspect the access during construction and upon completion of the access to ensure that all terms and conditions of the p'errr,t are met. Inspectors are authorized tc enforce the cord,:icns of tine eerm:t &fire construction and to halt any act ..t cc within state rig nt-or-way that do not comply with provisions of the permit, that conf1ic: with concurrent highway construction or maintenance rk, that endanger property. natural cr cultural resources protected b or the health and safety of workers or the public. Prior to using the access. the permittee is required to •Mete the construction according to the terms and .tons of the iderimit. Fa -ire by the permi:tee to abide by -_.. lit terms and cc..d..lcns shall be sufficient cause for e Department or issuing authority to initiate action to suspend or revoke the permit and close the access. If in the determination of the Department or issuing authority the failure to comply with cr complete the construction e_u rements of the permit create a highway safety hazard, shall be sufficient cause for the summary suspension cthe permit. If t'rie perm tt e vrshes to use the access prior to completion, arrangements must be apprc:ed by the issuing authority and Department and included in the permit. The Department or issuing authority may order a halt to any unauthorized use of the access pursuant to statutory and re -all -piton). powers. Reconstruction or improvement of the access may be required ..'ten the permittee has fared tc meet required specifications of design or materials. If any construction element fails within two years due to improper construction or material specifications, the permittee shall be responsible for all repairs. Failure to make such repairs may result in suspension of the permit and closure of the access. _ The permittee shall rode construction traffic control ceu ices at ail times during access construction, in conformance with the M.U.T.C.D. as required by section 42- 4-104, C.R.S., as amended. A utility permit shall be obtained for any ut llty work hir.hi ay ';:here necessary to remove, relocate. or repair a traffic control device or pub'':c or private u:.i:'ies for the construction of a permitted access, the relocation, removal or repair shall be accomplished by the permittee without cost to the Department or issuing authority, and at the direction of the Department or utility company. Any damage to the state highway or other public riuht-of-way beyond that which is allowed in the permit shall ne repaired immediately. The permittee is responsible for the repair of any utility damaged in the course cf access construction, reconstruction cr repair. 8. In the event it becomes necessary to remove any right- cf-way fence, the posts on either side of the access shall be sec.:. e'ly braced with an aopro✓"ed end post before the fence is cut to prevent any s'lack:re of the remaining fence. All pbste and wire removed are Department property and shall to turned over to a representative of the Department. �. The permittee shall ensure that a copy of the permit is note for review at the construction site at a! times. The tret may require toe contractor to notify the individual or specified on the porn,, t at any specified phases in ,._:ruction to allow the field inspector to inspect various oispecits of construction such as concrete forms, subbase, _ course compaction, and materials specifications. Minor s and additions may Le ordered by the Department .al authority field ins, ector to meet unanticipated site Each access shall be constructed in a manner that shall = ose water to enter onto the roadway or shoulder, and _.:. sit interfere with the existing Ora nice system on the right-of-v:iay or any adopted munic.p , system and Orairtase plan. 11. By accepting the permit, permittee agrees to save. indemnify. and hold harmless to the extent allowed by la: the issuing authority, the Department, its officers. and employees from suits, actions. claims of an, type character brought because of injuries cr damage sustaliteio by any person resulting from the permittee's use of the access permit during the construction of the access. CHANGES IN ACCESS USE AND PERMIT VIOLATIONS 1. It is the responsibility of the property carer and permittee to ensure that the use of the access to Inc': property is not in violation of the Code. permit terms and conditions or the Act. The terms and conditions of any permit are binding upon all assigns, successors -in -interest. heirs and occupants. If any significant changes are made or will be made in the use of the property vi-hich will affect access operation. traffic volume and or vehicle type, the permit -tee cr property owner shall contact the local issuing authority c- the Department to determine if a net: access permit and modifications to the access are required. 2. When an access is constructed or used in violation cf the Cede, section 43-2-147w`,(c), C.R.S.. of the Act acpli_s. The Department or issuing authority may sumrrta-ily suspend an access permit and immediately order closure of the access when its continued use presents an immediate threat to public health, welfare or safety. Summary suspension shall comply with article 4 of title 24, C.R.S. MAINTENANCE 1. The permittee, his or her hers. successors -in -interest. assigns, and occupants of the property ser✓iced by fte access shall be responsible for meeting the terms and conditions of the permit, the repair and maintenance of the access beyond the edge of the roadway including any cattle Guard and gate, and the removal or clearance of snow or ice upon the access even though deposited on the access in the course of Department snow removal operations. '.h trip unincorporated areas the Department will keep access culverts clean as part of maintenance of the highway drainage system. However, the permittee is responsible for the repair and replacement of any access -related culverts within the richt-of-way. Within incorporated areas. d-a.raee responsibilities for municipalities are determined by statute and local ordinance. The Department will maintain toe roadway including auxiliary lanes and shoulders, except in those cases where the access installation has failed due to improper access construction and/or failure to follow permit requirements and specifications in which case the permittee shall be responsible for such repair. Any significant repairs such as c°uivert replacement, resurfacing, or c'h:roes i--. design or specications, requires authoriza:'ion from toe Department. Form 1C1. Pape COLORADO DEPARTMENT OF TRANSPORTATION Environmental Clearances Information Summary --u -POSE - This summary is intended to inform entities external to CDOT that may be entering the state highway right-of-way to per`crm work related to their own facilities (such as Utility, Special Use or Access Permittees), about some of the more commonly encountered environmental permits/clearances that may apply to their activities. This listing is not all-inclusive - additional en'-ironmental or cultural resource permits/clearances may be required in certain instances. Appropriate locat state and federal agencies should be contacted for additional information if there is any uncertainty about what permits/clearances are required for a specific activity. IMPORTANT — Please Review The Following Information Carefully — Failure to Comply With Regulatory Requirements May Result In Suspension or Revocation of Your COOT Permit, Or Enforcement Actions By Other Agencies CLEARANCE CONTACTS - As indicated in the permit/clearance descriptions listed below, the following individuals or agencies may be contacted for additional information: • Colorado Department of Public Health and Environment (CDPHE) — General Information — (303) 692-2035 Water Quality Control Division (WQCD) (303) 692-3500 Environmental Permitting Website http://www_cdphe_state_co.us/permits.asp. • COOT Water Quality Program Manager: Rick Willard (303) 757-9343 • CDOT Asbestos Project Manager; Julia Horn (303) 512-5519 • Colorado Office of Archaeology and Historic Preservation: (303) 866-3395 • U.S. Army Corps of Engineers, District Regulatory Offices Omaha District (NE Colorado), Denver Office (303) 979-4120 http://www.nwo.usace.army.milihtml/od-tUtri-lakes.html Sacramento Dist. (Western CO), Grand Junction Office (970) 243-1199 httoi//www.spk.usace_arrny.mil/cespk-co/regulatory/ Albuquerque District (SE Colorado). Pueblo Reg. Office (719)-543-6915 htto://wvrw.spa.usace.army.mil/reg/ • CDOT Utilities. Special Use and Access Permitting: (303) 757-9654 htto://www.dot.state.co.us/Perrnits/ Ecological Resources — Disturbance of wildlife shall be avoided to the maximum extent practicable. Entry into areas of known or suspected threatened or endangered species habitat will require special authorization from the CDOT permitting office. If any threatened or endangered species are encountered during the progress of the permitted work, work in the subject area shall be halted and the CDOT Regional Permitting Office and Regional Planning and Environmental Manager shall be contacted immediately. Authorization must be provided by CDOT prior to the continuation of work. Information about threatened or endangered species may be obtained from the COOT website http://www.dot.state.co.us/environmental/Wildlife/Guidelines.asp. or the Colorado Division of Wildlife website http://wildlife.state.co.us/WildlifeSpecies/SpeciesOfConcernl. Additional guidance may be provided by the Regional Permitting Office in the Permit Special Provisions. Cultural Resources — The applicant must request a file search of the permit area through the Colorado Office of Archaeology and Historic Preservation (OAHP). Denver, to ascertain if historic or archaeological resources have previously been identified. Inventory of the permit area by a qualified cultural resources specialist may be necessary, per the recommendation of OAHP and/or CDOT. If archaeological or historical artifacts are encountered during the progress of the permitted work, work in the subject area shall be halted and the CDOT Regional Permitting Office and Regional Planning and Environmental Manager shall be contacted immediately. Authorization must be provided by COOT prior to the continuation of work. Additional guidance may be provided by the Regional Permitting Office in the Permit Special Provisions. Contact Information Contact the OAHP at (303) 866-3395. General Prohibition — Discharges -All discharges are subject to the provisions of the Colorado Water Quality Control Act and the Colorado Discharge Permit Regulations. Prohibited discharges include substances such as wash water. Paint, automotive fluids. solvents. oils or soaps. Contact Information: Contact the CDOT Water Quality Program Manager at (303) 757-9343, or the Colorado Department of Public Health and Environment. Water Quality Control Division (WQCD) at (303) 692-3500. General Authorization - Allowable Non-Stormwater Discharges - Unless otherwise identified by CDOT or the WQCD as significant sources of pollutants to the waters of the State, the following discharges to stormwater systems are allowed without a Colorado C_` cr-arge Permit System permit: landscape irrigation. diverted stream flows. uncontaminated ground water infiltration to separate s ur sewers. discharges from potable water sources. foundation drains. air conditioning condensation. irrigation water. sprincs. ic,ti-_:t.iiiitti drains; water line flushing, flows from riparian habitats and wetlands. and flow from fire fighting activities. Contact c -nation.- The COOT `/:rater Quality Program Manager or the CDPHE Water Quality Control Division (te:ephcne #'s listed above). Hazardous Materials, Solid Waste - The Solid Wastes Disposal Sites and Facilities Act C.R.S. 30-20-100, et al, and Regulations P3: i.lihing to Solid Waste Disposal Sites and Facilities (6 CCR 1007-2), prohibit solid waste disposal without an approved Certificate ---: icnation (a landfill permit:. The Colorado Hazardous Waste Act C.R.S. 25-15-301 et al, and the Colorado Hazardous Waste i7;,_.=7_Cons (6 CCR 1007-2prohibit the transfer. storage or disposal (TSD) of hazardous waste except at permitted TSD sites. There E. -. :.• nermitted landfills cr TSD sites within the State Highway F.ant of Way. Therefore, all solid or hazardous wastes that might be _ ta7ed by the activities of entities entering the State Highway Right of Way must be removed from the P0/ and disposed of at a cittit:ad facility or designated collection point (e.g.. for solid waste, a utility or construction company's own dumpster). If pre-existing - ..... ti,aiste or hazardous materials contamination (including oil or gasoline contaminated soil, asbestos, chemicals. mine tailings. etc.) i - +_o:::cc.intered during the performance of work, the permit -tee shall halt work in the affected area and immediately contact the COOT R ic.iial Permitting Office for direction as to how to proceed. Contact Info: Contact the CDOT/CDPHE Liaison at (303)757-9787. _-...r-.,:-.::ntsl Clearances Information Summary Face 1 of 3 Colorado Department ofTranspertaticn July Asbestos Containing Materials, Asbestos Contaminated Soil —All work on asbestos containing materials {ACMMAf must comply with 'Cr,.applicable requirements of the CDPHE Air Pollution Control Division's (APCD) Regulation 8. Disposal of ACM. and work done in i asbestos -contaminated soil, must comply with the CDHPE Hazardous Materials and Waste Management Division's (HMWMD) Solid V,c:5te Regulations. The application for any CDOT permit must specifically identify any ACM involved in the work for which authorization is being requested. Additional guidance or requirements may be specified in the permit special provisions. Contact info: CDPHE APCD and HMWMD Regulations can be accessed via the CDPHE Environmental Permitting Website listed above. A:litton.al information is available from Julia Horn. COOT Asbestos Project Manager (303) 512-5519. Construction Stormwater Permit: Stormwater Discharge From Industrial Facilities - Discharges of stormwater runoff from construction sites disturbing one acre or more - or certain types of industrial facilities - requires a COPS Stormwater Permit. Contact Information: For Utility/Special Use activities being performed in conjunction and coordination with a CDOT highway construction contract, please contact the COOT Water Quality Program Manager at (303) 757-9343. Otherwise, contact the CDPHE Water Quality Control Division at (303) 692-3500 Website: http://www.cdphe,state.co.us/wq/PermitsUnittwgcdpmt.html Construction Dewatering (Discharge or Infiltration) — Discharges of water encountered during excavation or work in wet areas may require a Construction Dewatering Discharge Permit. Contact Information: For Construction Dewatering Discharge Permits. contact the CDPHE WOOD at (303) 692-3500. Website:http://www.cdphe.state.co.us/wq/PermitsUnit/wgcdpmt.htmi Minimal Industrial Discharge Permit — Discharges of small quantities of wastewater or wastewater requiring minimal treatment, such as that resulting from hydrostatic testing or certain wash waters, may require a Minimal Industrial Discharge Permit ("MINDI"). Contact Info: Contact the CDPHE WOOD at (303) 692-3500. Website: http:/Iwww.cdphe.state.co.us/wg/PermitsUnitlwgcdpmt.html Municipal Separate Storm Sewer System (MS4) Discharge Permit — Discharges from the storm sewer systems of larger municipalities, and from the COOT highway drainage system that lies within those municipalities, are subject to MS4 Permits issued by the CDPHE WOOD. For facilities that lie within the boundaries of a municipality that is subject to a ros4 permit. the owner of such facility should contact the municipality regarding stormwater related clearances that may have been established under that municipality's MS4 permit. All discharges to the COOT highway drainage system must comply with the applicable provisions of the Colorado Water Quality Control Act and the Colorado Discharge Permit Regulations, and are subject to inspection by the COOT and the CDHPE. Contact Information: Contact the CDPHE Water Quality Control Division at (303) 692-3500 for a listing of municipalities required to obtain MS -4 Permits, or go to http://www.cdphe.state.co.us/wglPermitsUnit/wgcdpmt.html#MunicipalFormsGuidance. Discharge of Dredged or Fill Material —404 Permits Administered By the U.S. Army Corps of Engineers, and Section 401 Water Quality Certifications Issued by the CDPHE WQCD - Corps of Engineers 404 Permits are required for the discharge of dredged or fill materials into waters of the United States. including wetlands- There are various types of 404 Permits. including Nationwide Permits. which are issued for activities 1. itn relatively minor impacts. For example, there is a Nationwide Permit for Utility Line Activities (NWP #12). However. depending upon the specific circumstances. it is possible that either a -General" or Individuate 404 permit would be required. If an Individual 404 Permit is required, Section 401 water quality certification from the CDPHE WQCD is also required. Contact Information: Contact the appropriate Corps District Regulatory Office for information about what type of 404 permit may be required (information provided at top of ECIS). Contact the CDPHE Water Quality Control Division at (303) 692-3500. Erosion and Sediment Control Practices - For activities requiring a Construction Stormwater Permit. erosion control requirements will be specified through that permit. In those situations where a stormwater permit is not required. all reasonable measures should be taken in order to minimize erosion and sedimentation. In either case. the COOT Stormwater Quality and Erosion Control Guide (2002) should be used to design erosion controls. Contact Information: The CDOT Stormwater Quality and Erosion Control Guide may be obtained from the Bid Plans Office at (303) 757-9313 or from: http:Ifwww.dot.state.co.us/environmental/envWaterOuallwgms4.asp Disposal of Drilling Fluids - Drilling fluids used in operations such as Horizontal Directional Drilling may be classified as "discharges" or "solid wastes", and in general, should be pumped or vacuumed from the construction area, removed from the State Highway Right of '!:'ay and disposed of at permitted facilities that specifically accept such wastes- Disposal of drilling fluids into storm drains, storm sewers. roadside ditches or any other type of man-made or natural waterway is prohibited by Water Quality Control and/or Solid . Caste regulations- Small quantities of drilling fluid solids (less than 1 cubic yard of solids) may be left on -site after either being r -crra d from fluids or after in titration of the water. provided 1) the drilling fluid consists of only water and bentonite clay. or, if . re .;:i ro for proper drilling properties. small quantities of polymer additives that are approved for use n drinking water well driling: 2) t; he solids are fully contained in a pit, and are not likely to pose a nuisance to future work in the area. 3) the solids are covered and the area restored as required by COOT permit requirements (Utility, Special Use, or Access Permits, etc ). Contact Information: : C matt the COOT / CDPHE Liaison or CDOT Water Quality Program Manager. Crete Washout - Waste venerated from concrete activities shall NOT be allowed to flow into the drainage ways. inlets. receiving .._ s or in the COOT POW Concrete waste shall ct placed in a ter:Torari concrete washout facility- Concrete washout shall only Z r`crmed as specified cy the COOT Environmental Program and shall be in accordance to COOT specifications and guidelines. n'act Information: Contact the COOT Water Quality Program Manager at (303: 757-9343. -ill Reportinq - Spills shall be contained and cleaned up as soon as possible. Spills shall NOT be washed down into the storm d:.:ii . or buried. All spiils shall be reported 10 the COOT lliicit Discharge Hotline at (303) 512-4446 (4H20), as well as the Regional 7.errnitting Office and Regional Maintenance Supervisor. Spills on highways, Into waterways, or that may otherwise present an -- -r -r diate darger to the public shall be reported by calling 911, and shall also be reported to the CDPHE at 1-(877)-518-5608. 'mental Clearances Information Summary Page 2 of 3 Colorado Department of Transportation July -07 Transportation of Hazardous Materials - No person may offer or accept a hazardous material for transportation in commerce unless that person is registered in conformance with the United States Department of Transportation regulations at 49 CFR, Part 171. The l-huzardous material must be properly classed. described. packaged, marked. labeled, and in condition for shipment as required or `:-orized by applicable requirements, or an exemption. approval or registration has been issued. Vehicles requiring a placard. must =� pp G p P 9� q 9 ,_ air authorization and a State HA.ZMAT Permit from the Colorado Public Utilities Commission. Contact Information: For ii utboh ization and more info call the Federal Motor Safety Carrier Administration. US DOT for inter- and ntra-state HAZMAT -;ec'isfration (303) 969-6748. Colorado Public Utilities Commission: (303) 894-2868. Palaontolocp - The applicant must request a fossil locality file search through the University of Colorado Museum, Boulder, and the Denver Museum of Nature and Science to ascertain if paleontological resources have been previously identified. Inventory of the permit area by a qualified paleontologist may be necessary, per the recommendation of CDOT. If fossils are encountered during the permitted work all work in the subject area shall be halted and the CDOT Regional Permitting Office and Regional Planning and F ivironmental Manager shall be contacted immediately Authorization must be provided by COOT prior to the continuation of work. Additional guidance may be provided by the Regional Permitting Office in the Permit Special Provisions. Contact Information: Contact the CDOT Paleontologist at (303) 757-9632. Working on or in any stream or its bank - In order to protect and preserve the state's fish and wildlife resources from actions that may obstruct diminish. destroy change, modify, or vary a natural existing stream or its banks or tributaries it may be necessary tc obtain a Senate Bill 40 certification from the Colorado Department of Natural Resources. A stream is defined as 1) represented by a solid blue line on USGS 7.5' quadrangle maps, and/or 2l intermittent streams providing live water beneficial to fish and wildlife( and/or 3) segments of streams supporting 25% or more cover within 100 yards upstream or downstream of the project: and/or 4) segments of streams having wetlands present within 200 yards upstream or downstream of the project. The Colorado Division of Wildlife (CDOW) application, as per guidelines agreed upon by COOT and CDOW. can be accessed at www.dot.state.co.usienvirormental/wildlife/ ermitapplication.asp. About This Form - Questions or comments about this Information Summary may be directed to Dahir Fgal, CDOT Safety & Traffic Engineering. Utilities Unit, at (303) 757-9344. dahir.eq I• dog t_state_co.us _n:al Clearances I il`orma .on Summary Page 3 of 3 Colorado Cepartrnent of Trarsr, :]on July -CT State Highway Access Permit Attachment to Permit Na. 4( )04 - Additional Terns and Conditions 1. If there are any questions regarding this permit. please contact Tim Bilobran at s 979 a 350-210. 2. The Permittee shall refer to all additional standard requirements included with this permit and any enclosed additional terms_ conditions. exhibits. and noted attachments. 3. Incorporated as part of this permit arc the following: .application for Access Permit ((DOT Form No. 137) Permit t CDOT Fort No. 1011 and its two page attachment Exhibits: "A"- Vicinity Map 4. This permit is issued in accordance with the State Highway Access Code (2 CCR 691-11. and is based upon the information submitted by the Permittee, This permit is only for the use and purpose stated in the Application and Permit. Any changes in traffic volumes or type, drainage, or other operation aspects may render this permit void. r'equir'ing a new. permit to the be applied for based upon existing and anticip.nted .tin -ire conditions. 5. Access construction methods and materials shall conform to the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction (current edition). 6. If necessary. minor changes, corrections andior additions to this permit may be ordered by the Department inspector. other Department representative or local authority to meet unanticipated site conditions. Citan`es may not be in violation of the State Highway Access Code. All major changes to the plans must be approved in \\ rising by the Department prior to commencement of an: work on or w lido: the State I lighwav right-of-way. All w orkers =.\ :thin fie State Hieh\va\ ri,itt of \\ av shall comply with their em:)lover's safety and he policies procedures, and all applicable L.S. Occupational Safety and Health Administration t)S11 A regulations - including. but not limited to the applicable sections of 29 CFR Part 1910 - Occupation Safer, and Health Standard, and 29 CFR Part 1926 - Safety and Health Regulations for Construction. At a minimum. all workers in the State Highway right-of-way, except when in their vehicles, shall wear the following protective equipment: Head protection that complies with the ANSI Z59-1-1997 standard: At all construction sites or whenever there is a danger of injury to feet, protective footwear that con:ni,_ with the ANSI Z41-1999 standard will be worn; X High visibility apparel as specified in the Traffic Control provisions of this permit (at a minimum. AV -Si ISE:A 1)99. Clas J. \1'her-c any of the above -reference ANSI standards have been revised, the most recent version of the standard shall apply. This permit is subject to revocation due to: 1) Noncompliance with the provisions of this permit: 2 :Abandonment; 3 Supersedure by new permit covering the same installation; or 4) Conflict with necessary planned highway construction and or improvements. The Permittee shall promptly terminate occupancy upon notice of cancellation of the permit from the Department. unless a new permit is applied for aitO L'raiited. State Highway .access Permit Attachment to Permit No, 408004 - Additional Terms and Conditions �. Reconstruction and improvements to the access may be required when the Penn:ttee has failed to meet the required design and or material specifications, if any construction element fails within two years due to improper construction or material specifications. the Permittee is responsible for all such repairs. 0. The Department retains the right to perform any necessary maintenance work in this area. I0. Backing maneuvers within and into the State Highway right-of-way are strict;\ prohibited. All :, `tide, shall enter and exit the hiehw ay right-of-way in forward movement. Backing into the right-of-way shall Pe considered a violation of the terms and conditions of this access permit and may result in revocation of the permit by the Department and/or the issuing authority. 11. .All costs associated with the maintenance of this access are the responsibility of die Permittee. tis includes design, construction, signln�e' and striping, utility relocation, testing of materials. and inspections. 12. Landscaping and site construction shall not obstruct sight distance at any State Highway access point. Landscaping within the State Highway right -of --way requires the Permittee to obtain a CDOT Landscaping Permit from the Traffic Access Section. The access permit does not authorize that activity. Irrigation of features within the . lht-of-way may require the Permittee to install a subsurface drain in accordaisee CDOT Standard \1-O05-1 or other approved system. The Permittee shall contact Linda McWilliams at tn.: Greeley Traffic Office. (970) 350 147 to obtain the Landscaping Permit. 13. Routine. periodic maintenance and emergency repairs may be performed within the State I l ivhw rl cht-of-\\ay. under the general terns and conditions of the permit. Any significant repairs such as ct.1% e: i replacement. resurfacing, or changes in design or specifications. s1 ill require written authorization from t,.4 Department. The Department shall be given proper advance notice whenever maintenance work w ill affect the movement or safety of traffic on the State Highway. In an emergency. the Department Region Office and the State Patrol shall immediately he notified of possible hazards. 14. It highway riglt:t-of-sva', fence exists or is proposed. the Permittee must contact Linda McWilliams Lt the Greeley Traffic Orrice. (970) 350-2147. prior to removal or installation. 15. The access shall be maintained in 30 feet wide with a 47 foot radius on its (vest side and a 30 foot radius on its east.. 16. Surfacing of the access shall be maintained as per Exhibit ''A". 1'. The access shall he maintained in a manner that will not cause water to enter onto the roadway, and will not interfere with the existing drainage system within the State Highway right-of-way. Drainage to the State 1 h'gh'e.'',1\" : crh:-of-way shall not exceed historical rate of flow. 18. The maintenance of the access and or further development of this property shall not negatively impact adjacent nearby properties. Correction of the problem and cost resulting from damages shall he 1mm-ne huu the Permittee. 19. The Department inspector may suspend any work due to: I) Noncompliance with the provisions of this permit; 2) Adve.rsc » gather or traffic conditions; 3) Concurrent highway construction or maintenance in State 1-liLIhwa\ access Permit Attachment to Permit No, 40S004 - Additional Terms and Conditions conflict with permit work: 4) Any condition deemed unsafe for workers or the general public. The work may be resumed upon notice from the Department inspector. 20. It is the responsibility of the PerIllittec to determine which environmental clearances and•or regulations apply to the project, and to obtain any clearances that are required directly for the appropriate agency prior to commencing work. Please refer to or request a copy of the "CDOT Environmental Clearance Information Summary" (ECIS) -c: details. The ECIS may be obtained CDOT Permittin2 Offices or may be accessed via the CDOT Plannimte Construction -Environmental Guidance w ebpage at http:./www.dot.state.co.us/environmentatFormsiasp. Forms, asp. FAILURE TO COMPLY WITH REGULATORY REQUIREMENTS MAY RESULT IN SUSPENSION OR REVOCATION OF YOUR CDOT PERMIT. OR ENFORCEMENT ACTIONS BY OTHER AGENCIES. ALL discharge are subject to the provisions of the Colorado Water Quality Act and the Colorado Discharge Permit Regulations. Prohibited discharges include substance such as: wadi water. paint, automotive fluids, solvents, oils or soaps. finless otherwis. identified by CDOT or the Colorado Department of Public Health and Environmental i CDPEIE i Water Quality Control Division iWQCD) as significant sources of pollutants to the w aters of the State. the following dtschar4es to storm water systems are allowed without a Colorado Discharge Permit System Permit: landscape irrivation_ diverted stream flows. uncontaminated Ltround water infiltration to separate storm se:', 0r.. discharge from potable water source. foundation drains, air �n l condensation. ..�n " , `rs J s ��_�:,�Il tl C�.:.�;°I��it:t l:rlatl0,] water. sprin��, f00tll]` drains. waterline f�U..tl;n`, fotys from riparian habitats and wetlands. and flow from fire flzhtlnvg activities. ANY OTHER DISCHARGES, including storm water discharges from industrial facility or construction sites. may require Colorado Dischar`e Permit System permits from CDPHE before work he ins. For additional information and forms. go to the CDPIIE v ei siie at: L:ttp: c_inhe.sta:e.co.us PermitsU nit. wqu. 21. The Permittee shall maintain any culvert found at this access and shall provide for proper side slope,. Culverts over 15 inches in diameter shall have end sections. 22 -,expansion , :, , j 1, - , �s __. Ion an r i the Aurora Dairy Plant which increases the traffic counts using this access. s.::,. permittee is required to contact CDOT for reevaluation of their access. Roadway Improvements may lie required at such time. E-mail address Street address /11O I SAL-v)c4'T Sea / re 500 Cit state k zip 1Phone= COLORADO DEPARTMENT OF TRANSPORTATION STATE HIGHWAY ACCESS PERMIT APPLICATION Issuing authority application acceptance date' Instructions Please print or type • Contact the Colorado Department of Transportation (CDOT) of your local government to determine your issuing authority • Contact the ;ssuino authority to determine what plans and other documents are required to be submitted with your application - on•ww •ere this form (some questions ma', nor apply to you) and attach al' necessary documents and Submit it to the issuing authorif, - Sur m .; - aFciication for each arr.'s. a``ec_tec If you have any questions contact the issuing authority For additional information see COOT s Access Management website at http://www.dot.state.co.us/AccessPermits/index.htm Pfnpe-r- �,me'(Permittee: 2i Agent for permit -lee ( if different from property owner f �uRcpl1 ter //R.Y �0 GRN7,o.v iPRo FESS /o/W9 4 44 - 'Mailing address 1350 /7/w)/ a City state 8 gip Phone (required) u�pER, LC 4s03GZ 7�0-.5 y- o•vr �'O ?050c/ c 70- 535-93 /8 I E-mail address if available Address of property to be served b, permit t required' 4) Legal description of property: If within jurisdictional limits of Municipality, city and/or County which one? seta,, b'n_r Vt �ecI v , Icw c_'��c range CA.) - - — ivE k 5. 30 3ry _ hai State Highway are ,' u requesting access from? 6i What side of the hi hv.ay? fN S DEL 71 How many feet is the proposed access from the nearest mile post? I How many feet is the proposed access from the nearest cross street? _ feet ❑NOS: E❑'.' from 3 S. $^;hat ,s the approximate date you intend to begin construction', a7 feet ON DS. [NE ❑Vvi from yJC/ / ? 91 Check here if you are requesting a ❑ne.. access El temporary access (duration anticipated change in access use ❑removal of access 1 Oi Provide existing property use f1/L/-( PRocE5Si v G _P!1},.)r ?improvement to existing access ❑retocation of an existing access (provide detail' t t i Do you have knowledge of am; State Highway access permits serving this property. or adjacent properties in which you have a property interest? O no I] yesif yes - what are the permit number(s) and provide copies: and+or, permit date. 12 Does the property owner o.. n or nave any interests in any adjacent property? Eno ® yes. if yes please describe PAoPFArm/ pw.v5.4 s Tiq G Er' TY 1-z, 7/51L- 13' Are there other existing or dedicated public streets. roads highways or access easements bordering or within the property? ▪ no 17 yes if yes - list them on your plans and indic.ate the proposed and existing access points 141 If you are requesting agricultural field access - how many acres will the access serve? 15i If you are requesting commercial or industrial access please indicate the types and number of businesses and provide the f000r area square footage of each. business, land use square footage business square footage dliG(4t PReI)C6-s.,G S,ca s.PGAA)7— I9o0 I. Si If J,mu are requesting residential dev elopement access •n hat is the type (single family. apartment. townhouse) and number of units? type number of units type number of units 171 Provide the following vehicle count estimates for vehicles that will use the access Leaving the property then returning is two counts indicate t your counts are Inpeak hou' volumes or a.erage cair, ,olumes Total count of all vehicles 0 Previous editions are obsolete and may not be used Page 1 of 2 COOT Form &'137 12"04 the issu' .., _ :n determine .hio c .he fo l' a•!-,..7. ooCuments are req.rre: ._ --"piete the re-.ie ,` "ear ai Property map indicating other access bordering roads and streets bi Highway and driveway plan profile C; Drainage plan showing impact to the high.sa, right -of -:.a: d' 1,1ap and le''ers de a.iinc , tiIt.,, locations before and af+e! .nerelopn e-nt i er Subdivision. zoning, or development plan t-} Proposed access design g! Parce and ownership maps includ!ng easements h„ Traffic studies P•_.,fof^'.r:ersnip 1- It is the applicant's responsibility to contact appropriate agencies and obtain all environmental clearances that apply to their activities. Such clearances may include Corps of Engineers 404 Permits or Colorado Discharge Permit System permits. or ecological. archeological, historical or cultural resource clearances The COOT Environmental Clearances Information Summary presents contact information for agencies administering certain clearances. information about prohibited discharges. and may be obtained from Regional CDOT Utility/Special Use Permit offices or accessed via the CDOT Planning/Construction-Environmental-Guidance webpage http://www.dot.state.co.us/environmental/Forms.asp. 2- All workers within the State Highway right of way shall comply with their employer's safety and health policies! procedures. and all applicable U.S. Occupational Safety and Health Administration (OSHA) regulations - including, but not limited to the applicable sections of 29 CFR Part 1910 - Occupational Safety and Health Standards and 29 CFR Part 1926 - Safety and Health Regulations for Construction. Personal protective equipment (e.g. head protection. footwear, high visibility apparel. safety glasses. hearing protection. respirators, gloves, etc.) shall be worn as appropriate for the work being performed, and as specified in regulation. At a minimum, all workers in the State Highway right of way, except when in their vehicles, shall wear the following personal protective equipment High visibility apparel as specified in the Traffic Control provisions of the documentation accompanying the Notice to Proceed related to this permit (at a minimum. ANSI/ISEA 107-1999 class 2)' head protection that complies with the ANSI Z89. 1-1997 standard: and at all construction sites or whenever there is danger of injury to feet. workers shall comply with OSHA's PPE requirements for foot protection per 29 CFR 1910.136. 1926.95. and 1926.96 If required, such footwear shall meet the requirements of ANSI Z41-1999 Where any of the above -referenced ANSI standards have been revised, the most recent version of the standard shall apply 3- The Permittee is responsible for complying with the Revised Guidelines that have been adopted by the Access Board under the American Disabilities Act (ADA) These guidelines define traversable slope requirements and prescribe the use of a defined pattern of truncated domes as detectable warnings at street crossings. The new Standards Plans and can be found on the Design and Construction Project Support web page at: <http:llwww.dot.state.co.us/DesignSupport/>. then click on Design Bulletins. If an access permit is issued to you. it will state the terms and conditions for its use. Any changes in the use of the permitted access not consistent with the terms and conditions listed on the permit may be considered a violation of the permit. The applicant declares under penalty of perjury in the second degree, and any other applicable state or federal laws, that all information provided on this form and submitted attachments are to the best of their knowledge true and complete. I understand receipt of an access permit does not constitute permission to start access construction work. Appiic r s signature Print name r-i Date If the applicant is not the owner of the property, we require this application also to be signed by the property owner or their legally authorized representative (or other acceptable written evidence) This signature shall constitute agreement with this application by all owners -of -interest unless stated in writing. If a permit is issued. the property owner. in most cases, will be listed as the permittee. Propertvcwner signature lPrint name.- • I ' Date i i_ Previous editions are obsolete and may not be used Page 2 of 2 CDOT Fomi #137 12,04 / ►vidth of access exclusive of radii mom AEA \ 4 Street Atlas USAF 2006 Vicinity Map for Access Permit #407119 Mead ♦ Cartwheel 245 !245 K e Aeree r4ntler Airstrip 243 243 L244 P240 Ste GRANT AVE Firestone ♦ -_., t - -der' Frederick Platteville eVollmar 4) Data use sublect to license. 2005 De! orme. Street Atlas USAF. 2006 delorme corn TN* MN II.S'CI Scale 100,000 = 4 55 mi Data Zoom 1' PATE �IG'AY INSPECTOR REVTEWED V/ 171 -I NfrCE CITY C (2LINTY ."'.1, W li S f F .GTE, V,1 • Cate?on':' L cater or, the - LEFT ! JGHT : NORTx--r 7 SOUTH / EAST 7 WEST 3. A distar:_e or !. Posted speed [Limits 5. Nurrihar cf lanes 6. A.ntic-iaied vehicle types Sig.t distaroe QC D. a ;r AELE: 8. Abatvng .oads available Do -es rev.so eble alternate access e.dstr Nu_: ber or e-Lsdng di5ve ays serving property Len=t_ pit -crop -el -It/ along highw.vav l0_ EinstE access width I I. E ;t-? ,r!b and gutter !%. EXLitiE2 drainage culvert `r.7S, i_' �vel r rrea YES NO SSE Depth o_ 1 13. Sped chano.c antis RT DECEL RT ACCEL LT TrZfEL LT ACCEL 14. VTdth o ey;,:-Iing driving lane 15. Width ofe ctnig right aspinit shoulder Distance of EC tp ROW is. fare Y� j _g gate Existing cattle glued 7, Distanc-e E : planned access to amass in both dire ions 18. Sey=tiers 1 Distance furor. nearest City/State High,,, -/ay (if within 2 rrijle l utl 23. Other From: Frank Drexel To: Johnson, Anne Subject: FW: Access to Lot B, RECX15-0134 Date: Monday, May 02, 2016 9:11:06 AM Anne, Please see attached. Frank N. Drexel, PLS President CivilArts 1500 Kansas Avenue; Suite 2-E Longmont, CO 80501 Tel: (303) 682-1131 Fax:(303) 682-1149 fdrexel@.civilarts.us www civilarts us From: Hice-Idler, Gloria [mailto:gloria.hice-idler@state.co.us] Sent: Friday, April 29, 2016 12:04 PM To: fdrexel@civilarts.us Subject: Re: Access to Lot B, RECX15-0134 It appears that the access has been in place for several years, In fact, having lived in this area all my life, I can definitely say that it predates the State Highway Access Code. The access is considered grandfathered and legal even without a physical permit. Note that if any change to the parcel is proposed, a new access permit will be required. Gloria Hice-Idler Region 4 Permits Manager Region 4 Permits Unit - Traffic P 970.350.2148 I C 970.381.2475 I F 970.350.2198 PLEASE NOTE ADDRESS CHANGE EFFECTIVE NOV 9, 2015 10601 W. 10th Street. Greeley. CO 80634 gloria.hice-idler@state.co.us I www.coloradodot.info ill ill ill www.cotrip.org On Fri, Apr 29, 2016 at 11:55 AM, Frank Drexel <fdrexcl(dcivilarts.us> wrote: Gloria, Attached is a photograph of the existing access to Lot B and the plat with Weld Counties comments. Please let me know if we can consider this a legal point of access. Thanks, Frank N. Drexel, PLS President CivilArts 1500 Kansas Avenue, Suite 2-E Longmont, CO 80501 Tel: (303) 682-1131 Fax:{303) 682-1149 fdrexcl civil arts.us www.civilarts.us .civilarts.us E Traffic Impact Study AURORA ORGANIC DAIRY Weld County, Colorado Eugene G. Coppola, P.E. PTOE kiriw P.O. Box 630027 Littleton, CO 80163 303-792-2450 oi Traffic Impact Study AURORA ORGANIC DAIRY Weld County, Colorado Prepared For: Aurora Organic Dairy 6788 State Highway 66 Platteville, CO 80651 Prepared By: Eugene G. Coppola PE, PTOE P. O. Box 630027 Littleton, CO 80163 303-792-2450 September 2, 2016 Table of Contents I. INTRODUCTION 1 II. AGENCY DISCUSSION 3 III. EXISTING CONDITIONS 3 A. Current Road Network 3 B. Current Traffic Conditions 5 C. Surrounding Land Uses 7 IV. FUTURE TRAFFIC CONDITIONS 7 A. Project Overview 7 B. Development Assumptions 8 C. Site Traffic 8 D. Trip Distribution 10 E. Future Background Traffic 11 F. Future Total Traffic 11 G. Future Roadway System 11 V. TRAFFIC IMPACTS 19 A. Auxiliary Lanes and Traffic Controls 19 B. Short -Term 22 C. Long -Term 22 VI. DESIGN CONSIDERATIONS 23 VII. CONCLUSIONS 24 List of Figures Figure 1 Vicinity Map 2 Figure 2 Current Roadway Geometry 4 Figure 3 Current Peak Hour Traffic 6 Figure 4 Concept Plan 9 Figure 5 Site Traffic Distribution 12 Figure 6 Short Term Site Traffic 13 Figure 7 Long Term Site Traffic 14 Figure 8 Short -Term Background Traffic 15 Figure 9 Long -Term Background Traffic 16 Figure 10 Short -Term Total Traffic 17 Figure 11 Long -Term Total Traffic 18 Figure 12 Short Term Roadway Geometry 20 Figure 13 LongTerm Roadway Geometry 21 I. INTRODUCTION Aurora Organic Dairy (Aurora Dairy) is an existing dairy and milk plant in Weld County Colorado. It is planning to expand its dairy operations in the near term with significant expansion plans for the future. The expansion will commence with a modest expan- sion of the current facilities. Over time, a number of planned expansions will increase the current 170 employees to 425 employees at this location. The site driveway is located about 4,000 feet east of Weld County Road (CR) 13 on the south side of State Highway 66 (SH 66). A vicinity map is presented in Figure 1. This traffic impact study assesses the planned expansion. It contains the investiga- tions and analyses typically contained in a full traffic study. Key steps undertaken as part of this study are defined below. • Obtain current traffic and roadway data in the immediate area of the site. • Evaluate current traffic operations to establish baseline conditions. • Determine site generated traffic and distribute this traffic to the nearby street system. • Estimate future roadway traffic for both short- and long-term conditions. • Evaluate traffic operations with Aurora Dairy fully built and operational. • Identify areas of potential deficiencies. • Recommend measures to mitigate the impact of site generated traffic as appropriate. 0 mi 0.6 1 1.5 9 Figure 1 2 VICINITY MAP II. AGENCY DISCUSSION Early in the process of preparing this study, Gloria Hice-Idler was contacted regarding access to SH 66. During that discussion and follow-on discussions, it was determined that : • COOT will only allow a new right-in/right-out access to the east of the exist- ing access and then, only if, any warranted auxiliary lanes are provided at this location. • CDOT will likely discourage traffic signal installation at the current site driveway given the driveway location and traffic signal spacing criteria. The above determinations are used in this study. III. EXISTING CONDITIONS A. Current Road Network The site is bordered on the north by SH 66. This roadway is under Colorado Depart- ment of Transportation (CDOT) control. SH 66 is an east -west roadway having regional significance. It is a two-lane roadway, adjacent to the site. It extends east and west to Platteville and Longmont with full in- terchange access to Interstate 25. The speed limit is currently posted at 65 MPH in front of Aurora Dairy. Existing roadway geometry at the existing dairy plant access to SH 66 is shown on Figure 2. This access is located on the crest of a hill. Additional site access to SH 66 is available to serve the existing residence and a field access. 3 B. Current Traffic Conditions Recent morning and afternoon peak hour traffic counts were undertaken as part of this study. Additionally, traffic counts were previously conducted during midday which included both lunch for current workers and shift change for plant workers. The mid- day time frame currently has the greatest amount of site traffic. Peak site traffic times will lean towards more traditional peak hours as the number of office staff increases. Current street peak hour traffic is shown on Figure 3 for both morning and afternoon peak hour periods. The indicated traffic represents the high peak hour within the 2% hour count periods starting at 6:30 AM and 3:30 PM. Count sheets are available in Appendix A. The site access intersection was evaluated using current traffic loadings and roadway geometry. For evaluation purposes, level of service "E/F" is considered acceptable for critical left turn movements on stop sign controlled approaches to a major street. Other traffic movements should operate at level -of -service "D" or better. These levels of service are considered normal at stop sign controlled intersections during peak hour conditions. At off-peak times, significantly better operating conditions can be ex- pected. All peak hour periods were analyzed using capacity analysis procedures re- sulting in the operating levels -of -service (LOS) indicated in the following table. All traffic movements currently operate at level -of -service "C" or better during all peak periods. Accordingly, very acceptable operations are currently being experienced. CURRENT OPERATING CONDITIONS Intersection Control Movement/ Direction Peak Hour Level of Service AM Pk Hr PM Pk Hr. SH 66 — Site Access Stop WB LT A A NB LR C C Capacity analyses work sheets are provided in Appendix B. 5 4- 494/459 22/1 SH 66 LEGEND; AM/PM Peak Hour 409/553 -00 26/9 - Existing Drive Figure 3 6 CURRENT TRAFFIC G. Surrounding Land Uses Aurora Dairy will be expanded on ground that is currently used for agricultural and/or rural purposes. The balance of the surrounding area is developed as agricultural us- es. IV. FUTURE TRAFFIC CONDITIONS A. Project Overview Aurora Dairy plans on modestly expanding and enhancing the current site facilities with two additional plants expected over the long term. In conjunction, with the vari- ous phases of expansion, additional support services and activities will be added on site as needed. Phase I of the expansion is anticipated in the next 1- 2 years with the balance of the planned expansion expected over the next 15 — 20 years. Full site utilization is as- sumed to occur by 2035 for purposes of this study. Phase I will provide minor improvements and expansion of the existing facilities. Fol- low-on phases will include two additional plants, a bio-fuel facility, and ancillary sup- port functions. At site build out, 425 employees will work on -site. The number of trucks is expected to increase from about 115 per day currently to about 300 per day at build out. 7 B. Development Assumptions The current development schedule anticipates the first phase of expansion at Aurora Dairy over the next 1 — 2 years. Future phases of development include additional processing facilities which cannot be tied to a specific time frame but will be built as dictated by demand. Site build out is anticipated over the next 15 — 20 years. Phase 1 will be served by the existing driveway to SH 66. In the longer term, the second ac- cess near the east property line will serve employee traffic and be limited to right- in/right-out movements at that time. A concept plan for Aurora Dairy is presented on Figure 4. C. Site Traffic Future site traffic was estimated with input from Aurora Organic Dairy. Phase 1 of ex- pansion could occur in stages starting in 2017. When completed, Phase 1 site traffic is expected to increase current traffic by about 30 percent. The milk plant currently operates 24 hours per day and will continue to do so in the fu- ture. Office staff will typically work from 8:00 A.M. — 5:00 P.M. with plant staff working 24 hours per day over three shifts. Anticipated plant shift times are from 7:00 A.M. - 3:00 PM, 3:00 PM - 11:00 P.M. and 11:00 P.M. - 7:00 A.M. and are expected to re- main the same in the future. Truck traffic is expected to occur throughout the 24 hour day with the vast majority of trucks using 1-25. Miscellaneous business trips such as mail, vendors, consultants, etc. are also expected to occur randomly from 8:00 A.M. — 5:00 P.M. These trips currently exist and are estimated at 10 per day. Operator esti- mates indicate that most site trips will be to and from the west on SH 66. This distri- bution is generally consistent with current site traffic patterns. 8 cza-ELL ft -CZ: i-G •.iI • L i I 1lr s s ocisr_ W0.-'IZLAVA4a *-tir,r N1d 31IS 3I 3 7VIGEdS AS 3 l :1. HD31 iJ. r.JoI1:Ji _ d3l'cFJ > ' EN IGf1 t lV 'LID_LSVIN IVG DINIVD80 YHOdfl ' 133-26907-15002 m Z a I N >, co 0 U U U U- 0 w eryq V w H O w H U- O Q 0 C) O 1 Li) U w d z O w w Lu 0 0 Lu O 0 O J c O O I C d z O 0 w w 0 0 L.L O Lu O 0 0 0 0 J z Q w C 2 O Lu H U- 0 H O 0 IZ 2 CO Lu LL O co Lu Lu H O c) co O O v.) O Lu co 0 Lu Q O J J J Q 0 O 0 0 O H F 0) O J NV -1d 1F - INS ANflHaLVVJ •1 ; 4 : ll I.� +FBI I: -L r- fie+ • ' .. I f .... '„' �• ., r I' f ti Y r , }.. r ti' + 1 I - - - - --..• • - _ •r - , •I�... I ... r'' ... "". •'.' .. V... r1:. �. ��_. .f• r .�. r,r�_ f.. Tf.. r':.., _ �'.. r VI :4.. I�{. h:i.. -... _ .�. '._{r• }: '_ -- -- r -r- --.- --y - -- _ ,-- - - �r --- -�� --{ -r •i - --- -�}f--ter � - ; -• .---tY•--- I,i. I J I~' f I.'' I, 1. ' "• .i..Lf 4r ._.'Yr. C'....I { ��.._ �'' r'i-..'~•.._ ._.._ F., .. • S�+r. ca ZZ ❑ r)0 1:1- W Iti STORM DRAIN AND MAINTENANCE N >- z ix 0 Q ~ ❑ d U W _U zw ¢ � ca O N C) cO O m • z Z U.! CC UiW W < • 0 'x R•-... i •2 1+L L W .T in — -'7KK i • irr t W J W J H 0-QO W Z O r 4 PR0P03ED CONCRETE AREA K• - _s CD z W U F - ti 1.I w: ~ • z X— — it W < ❑ 2J 5 CO I• r. r•.#- BUILDING r.f C7 z� H z Li] 0 I A SANITARY SEWER EASEMENT EAST U .0 UIL U2 I- a Ez ❑0 zj 2< F-� <z z rn Z 0 I= a W U X d C) N "71- <Z Z • I. l IFa. -;kr IRO CBS II I:rri J.NVld • I •1 :••S: +y •�- • 7 -7, L'• r ACCESS ROAD H Z W LA w 0- U W2 F- Z O cQ ❑ r W J W J 7 RN 3238499 (EXCEPTION 13) Aro Aro W r — .- -_ - H W � co� mm,r - xl L I ' I. — 'JD]J Cla'eC IU;� ;1 1 Zw Z � H w U H CD CO Z W ~ U CO 5 w ¢ 21.1 W U Z W W • • I O LCD I— x 'IS F tI1f- mi A 1rJl;.I L fxll�'IC II • 0 Q Z O O LL ¢ 0_ CC �O WU z 0 O W mU U Z Z LA �• W w � OODEN 2 STRAND BARBED WIRE FENCE PLATTEVILLE DAIRY LLC w O WZ 0 o U ¢�� H LU O0 0 0 I; AOD PROPOSED AREA LIST: TRAILER PARKING / BIOGAS RECOVERY FACILITY PROPOSED BUILDING (34.375 SF FOOTPRINT) FUTURE PLANT (350.000 SF FOOTPRINT) RECEIVING BAY EXPANSION (3675 SO FT TOTAL) MAINTENANCE BUILDING (r) FUTURE PLANT 1 (350.000 SO FT TOTAL) N (Y) z w W J GUARD HOUSE WTP 1 PLANT 2/3 WTP 2 PLANT 1 ▪ LC) W H U] q2 L.L _ 0 LU f W (I) U) W O -i ❑ W Z� CL W EJ SEMI -IMPERVIOUS AREA PROPERTY LINE I- z 0 Z 0 U CD z C 0 W C.0 C.0 z PROPOSED DRAINAGE SWALE FUTURE PLANT 2 (350.000 SOFT TOTAL) FUTURE PLANT 3 (350.000 SO FT TOTAL) CNG FILLING STATION FUEL FILLING STATION C4 N 00 0) TRAFFIC CIRCULATION PROPOSED BUILDING DRAINAGE FLOW W Z_ J ❑ Z 0 O Z C7 Z - -• - PROPOSED PIPELINE CORRIDOR W H J ❑ LU 2 LU 0 CD z xx SECURITY FENCE W Z J W U Z W u_ C.0 Z PROPOSED LANDSCAPING SIUKM bfcWfcK W Z_ J >- Li 0 2 C.0 C.0 z PROPOSED CONCRETE FLOODPLAIN ZONE AE Z W 2 >- W F- J_ CD z W J U EXISTING BUILDING W LA 0 CD Z LIFT STATION TRUCK PARKING H z CC 0 >- u_ LL C.0 z CD W' U) U) U) U) U) U) W' w U_w w w w w w U_ Measures 1 Inch CO _L w ❑ 9 Figure 4 CONCEPT PLAN Phase I and build out site trips are indicated below for critical peak hours. Truck traf- fic was estimated assuming relatively uniform activity during daylight hours. These trucks will typically be tractor -trailer combinations. ONE-WAY SITE TRIPS AM Pk Hr PM Pk Hr In Out PHASE 1 hBUILDOUT Plant Employees Trucks TOTAL 15 5 5 5 20 10 In Out Daily 5 I 5 10 15 5 20 350 280 630 Plant Employees 170 130 130 170 Trucks 20 20 20 20 TOTAL 190 150 850 600 150 190 1,450 As indicated, the increase in site peak hour trips with Phase I of development is esti- mated at 30 morning and afternoon peak hour trips and 630 daily trips. The site peak hour is expected at the end of the day shift and the beginning of the evening shift. This is expected to occur between 2:30 — 3:30 PM based on the current shift times. At site build out, Aurora Dairy will result in 340 morning and afternoon peak hour trips and 1,450 daily trips. In reality, some off -highway trips could occur; however, in the interest of conducting a conservative analysis, no site traffic reductions were taken. Truck activity will in- crease during the month of September due to corn harvest. D. Trip Distribution Trip distribution is a function of the origin and destination of site users and the availa- ble roadway system. In this case, 1-25 and its importance in the area and regional 10 street system were heavily considered given the location of the site. The estimated directional distribution of site traffic is generally about 75% : 25% favoring the west. Short-term distributions reflect current traffic patterns in the area. While some shifting of directional demand may occur over time, any change is expected to be moderate. Accordingly, the distribution of site traffic as shown on Figure 5 was maintained con- stant over the long-term. Resultant peak hour site traffic is shown on Figures 6 and 7 for the short and long term, respectively. E. Future Background Traffic Short-term (2017) and long-term (2035) background traffic was developed. This rep- resents build out of the planned dairy plant expansion and the generally accepted long-term planning horizon. The published COOT traffic growth rate on SH 66 was used to estimate traffic for each future horizon year. Short-term background traffic is presented on Figure 8 with long-term background traffic shown on Figure 9. F. Future Total Traffic Total traffic, the combination of background and site traffic, was developed for short- term and long-term conditions. To conduct conservative investigations, site peak hour traffic was assumed to occur during highway peak hours. This information is present- ed on Figures 10 and 11 for short-term and long-term total traffic, respectively. G. Future Roadway System The future roadway system was estimated for both short- and long-term evaluation years. Assumed future roadway improvements are as indicated below: Short-term Long-term No improvements No improvements 11 75% ± 80%± 25%± 20%± Employees LEGEND: Trucks SITE SH 66 12 Figure 5 SITE TRAFFIC DISTRIBUTION 5/5 SH 66 LEGEND: AM/PM Peak Hour N = Nominal NOTE: Rounded to nearest 5 vehicles. 15/5 -4 Existing Drive Figure 6 13 SHORT TERM SITE TRAFFIC 25/25 SH 66 20/N -I. 80/85 -4 Existing Drive LEGEND: AM/PM Peak Hour N = Nominal NOTE: Rounded to nearest 5 vehicles. 14 15/15 ----► 20/20 el > ._ 3 m Z r Figure 7 LONG TERM SITE TRAFFIC I 1- 515/475 20/N SH 66 LEGEND: AM/PM Peak Hour N = Nominal NOTE: Rounded to nearest 5 vehicles. Includes current site traffic. 425/575 -D. 25/10 ---.4 Existing Drive ii 1 Figure 8 15 SHORT TERM BACKGROUND TRAFFIC 4- 775/715 25/5 SH 66 LEGEND: AM/PM Peak Hour N = Nominal NOTE: Rounded to nearest 5 vehicles. Includes Phase 1 site traffic. 640/865 —I* 40/15 — Exisitng Drive if 16 Figure 9 LONG TERM BACKGROUND TRAFFIC 4- 515/475 i-- 25/5 SH 66 LEGEND: AM/PM Peak Hour N = Nominal NOTE: Rounded to nearest 5 vehicles. 425/575 —Do 40/15 Existing Drive ii, Figure 10 17 SHORT TERM TOTAL TRAFFIC f-- 775/715 0- 50/30 f- 825/745 660/865 -► 120/100 —4, Existing Drive LEGEND: AM/PM Peak Hour N = Nominal NOTE: Rounded to nearest 5 vehicles, 655/860 20/20 - 0 el 0 mi Figure 11 SH 66 N 18 LONG TERM TOTAL TRAFFIC 1 Site specific improvements related to development of Aurora Dairy will be determined in the following sections of this report. V. TRAFFIC IMPACTS In order to assess operating conditions with Phase I and site build out conditions, highway capacity analysis procedures were utilized at the site access intersection(s). Analyses were undertaken for both short- and long-term conditions. At the onset of these undertakings, peak hour traffic was reviewed to identify the need for auxiliary lanes. Findings are indicated in the following sections. A. Auxiliary Lanes and Traffic Controls Short- and long-term traffic was reviewed at the site access intersection(s). This re- view was conducted using CDOT's State Highway Access Code for RA roadways and the current 65 MPH speed limit. Truck usage was fully considered in these investiga- tions, This review found that eastbound right turn and westbound left turn decelera- tion lanes will be warranted on SH 66 in the short term at the existing access as is a second outbound lane on the driveway. The short term roadway geometry is shown on Figure 12. In the long term, traffic signals may be warranted and operationally ap- propriate to serve northbound to westbound left turns at the existing access to SH 66. CDOT's reluctance to consider a traffic signal at this location is acknowledged; how- ever, the roadway grades on SH 66 and the location of the mile point should be con- sidered when determining whether or not to allow traffic signals at the existing access. Long term geometry is shown on Figure 13 and includes alternate geometry if CDOT will not allow traffic signals at the existing access. 19 Figure 12 SHORT TERM ROADWAY GEOMETRY F- f- • r *Ilr'' - Exisitng Drive * Acceleration lane if traffic signal not allowed 0 .` G 3 d z SH 66 21 Figure 13 LONG TERM ROADWAY GEOMETRY B. Short -Term To assess short-term operations, capacity analyses were conducted at key intersec- tions. Analyses utilized the peak hour traffic shown on Figure 10 (reflecting Phase I of expansion of Aurora Dairy) and the short-term roadway geometry. Resultant levels - of -service are shown below. SHORT-TERM OPERATING CONDITIONS WITH PHASE Intersection Control SH 66 — Existing Access Stop Movement/ Direction WB L Peak Hour Level of Service AM Pk Hr A PM Pk Hr. A NB L NB R C C B As indicated above, all traffic movements are expected to operate acceptably. At off- peak times, improved operations are expected. Capacity work sheets are provided in Appendix C. C. Long -Term Long-term total traffic projections from Figure 11 and the long term roadway geometry from Figure 13 were utilized to assess long-term conditions. This represents site build out conditions some 20 years in the future. Resultant levels -of -service are indicated below. 22 LONG-TERM OPERATING CONDITIONS WITH BUILD OUT Intersection Control Movement/ Direction Peak Hour Level of Service AM Pk Hr PM Pk Hr. SH 66 — Existing Access Signal EB T A B EB R A A WB L B C WB T B B NBL C C NBR C C Overall B B SH 66 — Existing Access (with left accel) Stop ' WB L B B NB L C D NBR B C SH 66 — Existing Access Stop WB L A B NBL E F NBR B C SH 66 — New Access Stop NB R B C As shown above, the identified roadway geometry and traffic signals at the existing driveway will facilitate acceptable operating conditions for the foreseeable future. All traffic movements will operate at LOS 'C' or better at all times with traffic signals at the SH 66 — Existing Access intersection. Capacity work sheets are provided in Appendix D. VI.DESIGN CONSIDERATIONS Based on current CDOT Access Code criteria for RA roadways with a 65 MPH speed limit, it is appropriate to provide an eastbound right turn deceleration lane and a west- bound left turn deceleration lane on SH 66 at the existing access. Based on build out 23 traffic demands, the eastbound right turn deceleration lane should be 12 feet wide and 770 feet long including 300 feet of transition taper. If this intersection is signalized, 100 feet of vehicle storage and right turn traffic signal phasing should be considered. The westbound left turn lane on SH 66 at the site access should be 720 feet long in- cluding 300 feet of transition taper plus 50 feet of storage for a total length of 770 feet. In the long term, traffic signals or a northbound to westbound left turn acceleration lane are appropriate at the existing access. The acceleration lane should be 830 feet long including 300 feet of transition taper. The above design parameters include ad- justments based on grades visually estimated at 3+% and are considered preliminary. They should be fully verified or adjusted during the design process. VII. CONCLUSIONS Based on the analyses and investigations described above, the following can be con- cluded: • Current operating conditions are acceptable in the area of Aurora Dairy. • Phase 1 of the planned expansion of Aurora Dairy will add about 30 morn- ing peak hour trips, 30 afternoon peak hour trips, and 630 trips per day to the area street system. These trips are considered manageable. • An eastbound right turn deceleration lane and a westbound left turn decel- eration lane are needed in conjunction with Phase 1 of expansion. • Phases 2 and beyond resulting in build out of Aurora Dairy will add about 340 morning peak hour trips, 340 afternoon peak hour trips, and 1,450 trips per day. These trips can be easily served by the access scheme shown on Figure 13 with traffic signal installation at the existing drive. A review of field conditions might allow CDOT to signalize the existing access when warranted; however, if CDOT will not allow traffic signal installation the ad - 24 dition of a northbound to westbound left turn acceleration lane on SH 66 can be considered. • Site generated traffic is not expected to significantly impact short- or long- term operations on SH 66, nor will it cause unacceptable reductions in fu- ture operating conditions. All traffic movements will operate at level of ser- vice 'D' or better through the long term with the identified roadway improvements. • The planned expansion of Aurora Dairy is viable from a traffic engineering standpoint. In summary, the planned roadway system can accommodate traffic associated with build out of Aurora Dairy. With the identified roadway geometry and traffic controls, acceptable operating conditions can be achieved and maintained in the vicinity of this site for the foreseeable future. 25 APPENDIX A TABULAR SUMMARY OF VEHICLE COUNTS SH 60 & Aurora Dairy Driveway Observer. Linda (0 0 0 g 0 0 0 W Z b. w W Littleton, CO 80153 City: Weld County, CO a0 - D F o a M to to ti CO � b N N ti N N N O N N N. 10 en r Westbound: 3 0l r ✓ 0i N CO ti IX Co lLJ O CO N ti O O a J t• O) t`] CO M tl) M O N CC 0 O 0 W 0 N to N F 0 0l t�O to CO 0 to N N. CO. (O M CO N O 0) O CO to ti tO CO J td lei Pi F CO lei M M C 2 CO O 0 O 0 O O .0 0 m to J C C of Z 1O O 1;7 M F CO IQ M e+i N N ti N M t`) to Co J N N M N N N O O m 0 e E g co O t�s 0 v t0 O 0 O ti O O a O to 0 O to O Yi O O 01 JO NI CO CO 0) 1.- 0 0) a to N O ) N 0) 01 N CO N M N m N 0) 0) O▪ p •0 a 0) C)) ti 0) N ti C) to N O N O O O O fit N r _O! CO. r N u7 O O O 0) O d O ) O N ti N 0) A O (D C) 8 ti EO t0 N. r ti CO N '0- O. 0, O O 0 0 b 0 O • F to iO N. ti t77 r N N N N O O N tD r C3 tom) 0 M M O lei M O O .13 0) O O O en r O O N O F 0) l 'aY 0) O e CO tO M E 7i v h co (0 APPENDIX B 44 HCS 2010 Two -Way -.�R ...-Y♦, ,.. s+5 Stop Control =..a - Summary Report �_ ��-r- �- l -. r�-f2 r �a Analyst GC Intersection PRIMARY DRIVE - SW 66 Agency/Co. Jurisdiction Date Performed 2/15/2016 East/West Street SH 66 Analysis Year 16 North/South Street PRIMARY DRIVE Time Analyzed AM PM Peak Hour Factor 0.92 intersection Orientation ast West Analysis Time Period (hrs) 025 Project Description 7 D--=-1 ,M1 } . ' e�rn ₹ .I'''' - — ''';:444V1711.., At.:1,-.1.1.4.,:,. #% :, , . _ r � :'k- '!Y. F'' ,€ mod : Major Street: East-West ^-{..r.- ?.! l.c _ _-.;s mss.- - �--- _ -�1r - _. _s Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes r 0 0 1 0 0 0 1 0 0 0 0 0 0 0 Configuration TR LT LR Volume (veh/h) 409 26 22 494 9 9 Percent Heavy Vehicles 3 10 2 , Proportion Time Blocked , Right Turn Channelized No No No No Median Type Undivided Median Storage Flow Rate (veh/h) 561 20 Capacity ` 1083 343 v/c Ratio 0.52 0.06 95% Queue Length 0.1 0.2 Control Delay (sNeh) 8.4 16.2 Level of Service {LOS) A C Approach Delay (s/Veh) 0.6 16.2 Approach LOS A C Copyright O 2016 University of Florida. All Rights Reserved. HCS 2010' TWSC Version 6.70 PRIMARY -66 LT.xtw Generated: 2/17/2016 3:52:33 PM HCS 2010 Two -Way Stop t,_ " , a c'- a ; - � Control _ _k Summary Report �r, t _ ,,n:44.7,-''�cs^ ` . r } . -a' - 7: 3•1 xa� Analyst GC Intersection PRIMARY DRIVE - SH 66 Agency/Co. . Jurisdiction Date Performed 2/15/2016 East/West Street SH 66 Analysis Year 2016 North/South Street PRIMARY DRIVE Time Analyzed AM st Peak Hour Factor 0.92 Intersection Orientation East-West Analysis Time Period (hrs) 0,25 Project Description Major Street East-West iv '3-. 9nf Wixom = ; Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U I. T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 0 0 0 0 0 Configuration TR LT LR Volume (veh/h) 553 9 1 459 23 10 Percent Heavy Vehicles 3 10 2 Proportion Time Blocked Right Turn Channelized No No No No Median Type Undivided Median Storage .. -)_ v mss: . .. .: _ � .— -_ ... , t y .� + Flow Rate (veh/h) 500 36 Capacity 962 269 v/c Ratio 0.52 0.13 95% Queue Length I 0.0 0.5 Control Delay (s/veh) 8.7 20.4 Level of Service (LOS) A C Approach Delay (s/veh) 0.0 20.4 Approach LOS A C Copyright © 2016 University of Florida, All Rights Reserved. HCS 2010"' TWSC Version 6.70 PRIMARY -66 LT.xtw Generated: 2/17/2016 3:53:09 PM APPENDIX C Analyst GC Intersection EXISTING DRIVE - SH 66 Junsddction Date Performed Time Analyzed 5/6/2016 AM PM East/West Street SH 66 • Peak Hour Factor 0-92 Ire a }= viEst Project Description Major Street East-West Approach Eastbound Westbound Priority 1U 1 Ntnnbec of 1atr -1 tY Configuration Volume (vehfh) Percent Heavy Vehicles e�cloed } 2 T 3 4U 4 6 R L ati _ � � 2r3' 3 Right Turn Channelized Median Storage Flow Rate (veh/h) v/c Ratio Control Delay (s/veh) leaiel of:Service (LOS)—._ No 27 8.5 No Northbound Southbound .. is 7 B 9 10 1 l!'-..' 1 D I R 15 .15 25 25 11 12 No No 16 33 0.05 16.4 Approach Delay (s/veh) 0.4 14.0 16 0.03 11.7 Copyright OD 2016 University of Florida. All Rights Reserved. HCS 2010'm TW5C Version 6.70 PRIMARY -66 LT.xtw Generated: 5/6/2016 11:53:25 AM Project Description Analyst HCS 2010 Two -Way Stop Control Summary Report GC Date Performed 5/6/2016 Time Analyzed Major Street: East-West Approach lidovemer* Priority 1+f it it erof Lanes Configuration MAIVIVNg Percent Heavy Vehicles Right Turn Channelized • AM lU F Eastbound 1 2 3 4U No T R Intersection Westbound 4 L 3 No 5 6 T EXISTING DRIVE - SH 66 SH 66 EXLSfING;DR15llt 0.92 Northbound Southbound .-A.;I R' • 7 8 9 10 11 12 I ._, 0 .. 1 L R R O 10 25 No No is - Leff { n1 Median Storage Flow Rate (veh/h) v/c Ratio 3596 CE+'eue£Fetsft. Control Delay (s/4eh) Approach Delay (s/Veh) l 1 27 -1053. 0.03 0.1 85 Copyright © 2016 University of Florida. All Rights Reserved. HCS 2010TM TWSC Version 6.70 PRIMARY -66 LT.xtw 0.4 43 351 0.12 0.4 16.7 16 -556- 0.03 11.7 15.3 Generated: 5/6/2016 11:55:37 AM APPENDIX D HCS 2010 Signalized Intersection Results General Information Summary Intersection Information''' Agency Duration, h 0.25 Analyst Analysis Date 2/17/2016 Area Type Other Jurisdiction Time Period PHF 0.92 Urban Street Analysis Year 2035 Analysis Period 1> 7:00 Intersection 66 - PRIMARY ACC... File Name Streets1.xus - . Project Description ra PM Demand Information EB WB NB -.-- Approach Movement L T R L T R L T R Demand ( v), veh/h 660 140 50 775 115 15 Signal information Cycle, s 70.0 Reference Phase 2 r ' Offset, s 0 Reference Point Begin Green 45.0 15.0 0.0 0.0 0.0 0.0 Uncoordinated No Simult. Gap E/W On Yellow 4.0 4.0 0.0 0.0 0.0 0.0 r^ Force Mode Fixed Simult. Gap N/S On Red 1.0 1.0 0.0 0.0 0.0 0.0 Timer Results EBT WBL WBT NBT Assigned Phase 2 6 8 Case Number 7.0 6.0 9.0 Phase Duration, s 50.0 50.0 20.0 111 Change Period, ( Y+R a ), s 5.0 5.0 5.0 Max Allow Headway ( MAN ), s 0.0 0.0 2.9 Queue Clearance Time ( g s ), s 6.5 Green Extension Time ( g e ), S 0.0 0.0 0.1 Phase Call Probability 111 1.00 Ell Max Out Probability Movement Group Results EB WB NB 0.00 SB Approach Movement L T R L T R L T R L T R Assigned Movement 2 12 1 6 3 18 1 Adjusted Flow Rate ( v ), veh/h 717 152 54 842 125 16 Adjusted Saturation Flow Rate ( s ), veh/h/In 1845 1563 724 1845 1645 1563 Queue Service Time ( g s ), s 15.9 2.7 3.3 21.0 4.5 0.6 Cycle Queue Clearance Time ( g c ), s 15.9 2.7 19.2 21.0 4.5 0.6 Green Ratio ( g/C ) 0.64 0.64 0.64 0.64 0.21 0.21 Capacity ( c ), vet* 1186 1005 404 1186 353 335 Volume -to -Capacity Ratio ( X) 0.605 0.151 0.135 0.710 0.355 0.049 Available Capacity ( c a ), veh/h 1186 1005 404 1186 353 335 Back of Queue ( Q ), veh/ln (85 th percentile) 5.6 0.9 0.9 7.3 2.7 0.3 Queue Storage Ratio ( RQ )( 85 th percentile) 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1), s/veh 7.3 4.9 12.9 8.2 23.4 21.8 Incremental Delay ( d 2), s/veh 2.3 0.3 0.7 3.6 0.2 0.0 Initial Queue Delay ( d 3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 9.6 5.3 13.6 11.8 23.6 21.9 Level of Service (LOS) A A B B C C Approach Delay, s/veh / LOS 8.8 1 A 11.9 1 B 23.4 [ C 0.0 Intersection Delay, s/veh / LOS Muftimodal Results 11.4 EB WB NB B SB Pedestrian LOS Score / LOS I Bicycle LOS Score / LOS i 1 Copyright © 2016 University or Florida, All Rights Reserved. HCS 2010T" Streets Version 6.70 Generated: 2117/2016 1:50:02 PM HCS 2010 Signalized Intersection Results General Information Summary Intersection Information Agency Duration, h 0.25 Analyst Analysis Date 2/17/2016 Area Type Other rt Jurisdiction Time Period , PHF 0.92 Urban Street Analysis Year 2035 Analysis Period 1> 7:00 f 'Intersection SH 66 - P; MARY ACC... File Name Streets1.xus Project Description Demand Information AM _ EB WB 1 14. NB Approach Movement L T R ,_Demand L T R r L T R R ( v), vehlh Signal Information 865 100 30 715 160 20 Cycle, s 70.0 Reference Phase 2 r Offset, s 0 Reference Point Begin Green 45.0 15.0 0.0 0.0 0.0 0.0, , Uncoordinated No Simult. Gap E/VV On Yellow 4.0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 _.. Force Mode Fixed Simult. Gap N/S On Red 1.0 1.0 0.0 0.0 Timer Results EBL EBT WBL WBT NBL NBT SBL ; BT Assigned Phase 2 6 8 Case Number 7.0 6.0 9.0 Phase Duration, s 50.0 50.0 _ 20.0 Change Period, ( Y+R c ), s _ 5,0 5.0 _ 5.0 Max Allow Headway ( MAH ), s 0.0 0.0 2.9 Queue Clearance Time ( g a ), s 8.5 J° Green Extension Time ( g e ), S 0.0 0.0 0.2 Phase Call Probability 1.00 Max Out Probability Movement Group Results EB WB 0.02 NB SB '' Approach Movement L T R L T R L T R L T R Assigned Movement 2 12 1 6 3 18 Adjusted Flow Rate ( v ), veh/h 940 109 33 777 174 , 22 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1845 1563 588 1845 1645 1563 Queue Service Time ( gl $ ), s 26.0 1.9 3.0 18.2 6.5 0.8 Cycle Queue Clearance Time ( g c), s r 26.0 1.9 29.0 18.2 6.5 0.8 Green Ratio ( g/C ) 0.64 0.64 0.64 r 0.64 0.21 0.21 Capacity ( c ), veh/h 1186 1005 262 1186 353 335 Volume -to -Capacity Ratio ( X) 0.793 0.108 0.124 0.655 0.493 0.065 Available Capacity ( c a ), veh/h 1186 1005 262 1186 353 335 Back of Queue ( Q ), veh/In (85 th percentile) 9.1 0.6 0.7 6.4 3.6 0.4 Queue Storage Ratio ( RQ ) (85 th percentile) 0.00 _0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d r ), s/veh 9.1 4.8 19.7 7.7 24.2 21.9 Incremental Delay ( d 2), s/veh 5.5 0.2 1.0 2,8 0.4 0.0 I Initial Queue Delay ( d 3), s/veh 0.0 0.0 0.0 0.0 0,0 0.0 Control Delay ( d), s/veh 14.6 5.0 20.6 , 10.5 24.6 21.9 Level of Service (LOS) B A CS C C a Approach Delay, s/veh / LOS _ 13.6 I B 11.0 I B 24.3 f C 0.0 Intersection Delay, s/veh / LOS Multlmodal Results 13.6 EB WB B NB SB ,_ Pedestrian LOS Score / LOS Bicycle LOS Score / LOS 1 Copyright © 2016 University of Florida, All Rights Reserved. HCS 2010?"Streets Version 6.70 Generated: 2117/20/6 4:50:02 PM T 6 R 2 22 432 0.05 13.8 Analyst Date Performed Time Analyzed 1sPsirt hrantafian Project Description Approach Priority Configuration Af°11O4.21, Percent Heavy Vehicles Right Turn Channelized Median Storage Flow Rate (veh/h) v/c Ratio Control Delay (s/veh) Approach Delay (s/veh) HCS 2010 Two -Way Stop Control Summary Report GC 5/6/2016 AM PM EaktAVeSt.';4:'' 1U • Intersection East/West Street forttr,Sauttti Peak Hour Factor Analys}s lime Period (hrs) Major Street: East-West Eastbound Westbound 1 2 No Copyright ® 2016 University of Florida. All Rights Reserved. • L No 5 T HCS 2010' TWSC Version 6.70 PRIMARY -66 LT.xtw NEW DRIVE - 5H 66 SH 66 0.92 Northbound L 7 8 9 No 13.8 Southbound 10 - No 1 Generated: 5/6/2016 11:48:12 AM HCS 2010 Two -Way Stop Control Summary Report Analyst GC Intersection NEW DRIVE - SH 66 hirisd'rction Date Performed 5/6/2016 East/West Street SH 66 North/South Street . NEW DRIVEN a Time Analyzed Project Description Approach Priority Configuration Percent Heavy Vehicles cTme-lcs[kei Right Turn Channelized Median Storage Flow Rate (veh/h) AM 1u Eastbound 1 No Peak Hour Factor Major Street: East-West 2 3 4U Westbound No 6 0.92 Northbound 7 No 8 9 2 33 Southbound 10 11 No 12 r22 _ti' e.a 0.10 4 • • Control Delay (s/veh) 17.5 Approach Delay (s/veh) 17.5 • Copyright ® 2016 University of Florida. All Rights Reserved. HCS 2010"' TWSC Version 6-70 PRIMARY -66 LT.xtw Generated: 5/6/2016 11:48:47 AM Analyst HCS 2010 Two -Way Stop Control Summary Report GC Intersection . r i lurisdictio EXISTING DRIVE - SH 66 Date Performed 5/6/2016 East/West Street SH 66 Time Analyzed -Intersection Orientation AM PM East West i _ Nor h/Sau h WA't . EXISTING PRIVE Peak Hour Factor 0.92 Analysis Time Period airs) Q 25. Project Description Major Street: East-West Approach Eastbound Westbound Northbound =:- Priority 1U 2 I 3 4U 4 5 6 7 Configuration T I R L Percent Heavy Vehicles 3 10 Right Turn Channelized No No Median Storage Flow Rate (veh/h) v/c Ratio Control Delay (sNeh) Approach Delay (s/veh) Approact HCS 2010w TWSC Version 6,70 PRIMARY -66 LT.xtw Generated: 5/6/2016 12:30:43 PM Copyright ID 2016 University of Florida. All Rights Reserved. 0.07 9.9 0.6 8 No 9 R 25 Southbound 10 11 12 No 125 16 0.60 45"9 423 394 0.04 14.5 Analyst HCS 2010 Two -Way Stop Control GC Summary Report 1P Intersection EXISTING DRIVE - 5H 66 L - S : ; ._ r jurisdiction _ - „ Date Performed 5/6/2016 East/West Street SH 66 - g9 Nt>/pu11�lf Peak Hour Factor p911 0.92 Time Analyzed AM � Project Description Approach Eastbound 4— Major Street: East-West Westbound Northbound Southbound L V Priority 1U 1 2 3 4U 4 5 6 7 8 9 i 10 11 12 - r 1. - - _ - - , +� _ - -_ 4.,...,-,:,,,;,,p,:,, - _ - - !; 7, : Configuration T R L T L R Percent Heavy Vehicles 3 10 2 -.- A - -, 'te ? f -S 7-i:-.1_,------1- - _ _ - _- - Right Turn Channelized No No No No -Mediiairtif4 1 = -�'-., f -�^' f Undivided Vld'ed - - - _ - -_- - - - ter`. Median Storage Flow Rate (veh/h) 33 . 158 16 .. ..-- - - - --' •,nom, %---..,-,r; -.r7s 7, -,T --_ S =F _ f- } ' '`FY �'- Y r .', -mss' 9 � ,`, ...� S - - - - - { p:41 rn. -, r riL� ,Ilk. .• k- �.» Yi �} i v/c Ratio 0.05 1.94 0.05 "9 z - lam - Y.t - _ 13.8-zq =_F 4r= --- Control Delay (s/veh) 10.8 548.5 16.9 -.-el _ Approach Delay (s/veh) 0.4 499.6 1#l_ - ° a. 'ue F _ Copyright O 2016 University of Florida, All Rights Reserved. HCS 2010'" TWSC Version 6.70 PRIMARY -66 LT.xtw Generated: 5/6/2016 11:45:02 AM HCS 2010 Two -Way Stop Control -klL-$$.e -_ 'Y _ ��i + � � yG. T a3Z _. '--.r.K` ' $'�f+ -c-= "?c +�rte- 'a;g.4::';' . :. a-��.' Summary Report X 3 -, 1 ? xs ra' - c i' i. Ayn�aallysst�/�� GC Intersection PRIMARY DRIVE - SH 66 ` ge v /CV. �y� Jurisdiction 1 Date Performed 2/15/2016 East/west Street SH 66 Analysis Year 2035 North/South Street PRIMARY DRIVE Time Analyzed AM PM Peak Hour Factor 0.92 Intersection Orientation -West Analysis Time Period (hrs) 0.25 Project Description WITH NB TO WB LEFT ACCEL LANE $ - ~i Ate, yy }i. r. Major Street' East-West 'sl �_ -- _ ,i .- • F� - - - * r ASR -9 1 , $ t 7 r Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L t. R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 1 0 1 1 0 1 0 1 0 k 0 Configuration T R L T L R Volume (veh/h) 660 140 50 0 115 15 ,c Percent Heavy Vehicles 3 10 2 Proportion Time Blocked "F E Right Turn Channelized No No No No Median Type Left Only °_ . Median Storage 1 , , , _ r . t -fir Flow Rate (veh/h) 54 125 16 Capacity 770 376 429 v/c Ratio 0.07 0.33 0:04 •:rte' 4 95% Queue Length 0.2 14 v 0.1 Control Delay (s/veh) 10.0 19.3 13.7 Level of Service (LOS) B w C B re . r.: Approach Delay (s/veh) 10.0 18.6 Approach LOS B C Copyright C 2016 University of Florida. All Rights Reserved, HCS 2010'" TWSC Version 6.70 PRIMARY -66 LTxtw Generated: 2/17/2016 3:46:08 PM - Sit Y f i - _ L _ �' -..�� -i 4 `tf .1:1 HCS 2010 t 31y �r� xJ '� n. z Two _� -Way Stop 3t i, ri Control 4ti '! Y'iU liA4:: a .Z� i�' a ii '� Summary Report b 4,ra-. Na _ . -• k �{� -F M1 r _-h, $; �' 7 i A - �.h�{ '. r -{ _ .z a a ti n- '� Analyst GC Intersection PRIMARY DRIVE - 5H 66 Agency/Co. Jurisdictionif Date Performed 2/15/2016 East/West Street SH 66 Analysis Year 2035 North/South Street PRIMARY DRIVE Time Analyzed AM PM Peak Hour Factor 0.92 Intersection Orientation East-West Analysis Time Period (hrs) 0.25 E Project Description WITH NB TO WB LEFT ACCEL LANE tr' - i I .:T- '_ 7 _•- 1 - Major Street. East-West '1 � } - h " Sri t'{ O.{ a rk �a,� W _ _ Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L i R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 1 0 1 1 0 1 0 1 0 0 Configuration T R L T L R Volume (veh/h) _ 865 100 . 30 0 160 20 fb Percent Heavy Vehicles 3 10 2 Proportion Time Blocked Right Turn Channelized No No No No Median Type Left Only Median Storage 1 t ' - t!om-`� 2 r i { -. — k a Flow Rate (veh/h) 33 174 22 Capacity 659 A 306 320 f v/c Ratio 0.05 0.57 0.07 95% Queue Length 02 3.3 0.2 Control Delay (s/veh) 10.8 31.2 17.1 Level of Service (LOS) 1 - B D C ' ` R Approach Delay (s/veh) 10.8 29.6 Approach LOS B D i p' Copyright ® 2016 University of Florida. All Rights Reserved. HCS 2010w TWSC Version 6.70 PRIMARY -66 LT.xtw Generated: 2/17/2016 3:47:33 PM FINAL DRAINAGE REPORT FOR AURORA ORGANIC DAIRY MASTER PLAN WELD COUNTY, COLORADO Prepared for: Aurora Organic Dairy 6788 State Highway 66 Platteville, Colorado 80651 Prepared by: Tetra Tech, Inc. 1900 South Sunset Street, Suite 1-E Longmont, Colorado 80501 Tetra Tech Job No. 133-26907-15002 September 2016 TETRA TECH ENGINEER'S CERTIFICATION I hereby certify that this report for the final drainage design of the Aurora Organic Dairy Master Plan was prepared by me (or under my direct supervision) in accordance with the provisions of the Weld County Code for the applicants of the property thereof. Jeffrey A. Butson, P.E., CFM Licensed Professional Engineer State of Colorado No. 41 891 TABLE OF CONTENTS Page 1.0 INTRODUCTION 1 2.0 GENERAL LOCATION AND DESCRIPTION 1 2.1 Location and Existing Conditions 1 2.2 Proposed Development 1 3.0 DRAINAGE BASINS AND SUBBASINS 2 3.1 Major Basin Description 2 4.0 DRAINAGE DESIGN CRITERIA 2 5.0 DRAINAGE FACILITY DESIGN 3 5.1 General Concept 3 5.2 Basin Descriptions 4 5.3 Drainage Systems 5 5.4 Sekich #3 Ditch 6 6M CONCLUSIONS 8 7.0 REFERENCES 9 List of' Tables Table 1: 100 -Year Runoff Summary 5 Table 2: Drainage System Sizing 6 Final Drainage Report September 2016 Aurora Organic Dairy Master Plan P:126907',I33-26907-i 5002',Docs.Reporls.Drainage Roporl`,Fina] Drainage Report AOD Master Plan.doc List of Appendices Appendix A: Mapping Vicinity Map FEMA Flood Insurance Rate Map Appendix B: Hydrology Computations Appendix B-1: Soils Report Appendix B-2: Rainfall Data Appendix B-3: Developed Runoff Calculations Appendix C: Hydraulic Computations Appendix C-1: Culvert Calculations Appendix C-2: Drainage Channel Calculations Appendix C-3: Conveyance Summary Appendix D: Drainage Plans Developed Drainage Plan Sheet Appendix E: Sekich #3 Ditch Agreement Final Drainage Report ii September 2016 Aurora Organic Dairy Master Plan P:126907',I33-26907-i 5002',Docs.Reporls.Drainage Roporl`,Fina] Drainage Report AOD Mastor Plan.doc 1.0 INTRODUCTION The purpose of this report is to present the proposed storm drainage improvements for the Aurora Organic Dairy Master Plan. With development of a site, one can expect an increase in impervious cover and, therefore, an increase in peak storm water runoff. Aurora Organic Dairy is contemplating the expansion of the existing dairy facility. This document is intended as a guideline for future stormwater improvements that may be constructed in a phased approach. The contents of this report are prepared, at a minimum, in accordance with the Weld County Code for a Final Drainage Report. 2.0 GENERAL LOCATION AND DESCRIPTION 2.1 Location and Existing Conditions Aurora Organic Dairy is currently located on a 123 -acre parcel approximately 4.4 miles southeast of the Town of Mead, Colorado. Aurora Organic Dairy is also planning to purchase the adjacent property with an approximate area of 149 acres. The site is located along State Highway 66. The site is located approximately 0.75 miles east of the intersection of State Highway 66 and Weld County Road 13 (Colorado Boulevard). The two parcels are considered to be the subject property for this report. The subject property includes Lots A and B of Recorded Exemption No. 1209-30-1 RE 4654 and Lots C and D or Recorded Exemption No. RE -16-0091. The property is located in Section 30, Township 3 North, Range 67 West of the 6t1) P.M., Weld County, Colorado. A vicinity map has been provided in Appendix A. The property is partially developed with an existing dairy that is approximately 124,000 square feet in size. Undeveloped portions of the land are organic pasture land and other agricultural lands. Hydrocarbon production wells are present in the vicinity. The property is partially within a FEMA designated floodplain and floodway. The floodplain and floodway are located on the southeast corner of the property boundary. The floodplain is designated as Zone AE. No fill is proposed within the floodplain or floodway for this master plan. 2.2 Proposed Development Aurora Organic Dairy is contemplating significant additional development of the existing dairy. Proposed improvements include: • Expansion of existing plant • Three new processing plants • Wastewater pre-treatment facility expansion • Other auxiliary facilities Final Drainage Report I September 20_16 Aurora Organic Dairy Master Plan P:126907',I33-26907-i 5002',Docs.Reporls.Drainage Roporl`,Fina] Drainage Report AOD Mastor Plan.doc The proposed development is expected to be completed in many phases over the course of many years. Stormwater improvements will be phased and designed as required by the future construction. 3.0 DRAINAGE BASINS AND SUBBASINS 3.1 Major Basin Description The subject property is located in rural Weld County and is surrounded by undeveloped agricultural land. The site is located outside any applicable Weld County or adjacent Master Drainage Plans. Due to the topography of the site, only one major basin was considered. The site currently houses a 124,000 square foot dairy processing facility and some auxiliary facilities. There is employee parking and semi -trailer parking located on site. The remainder of the existing site is undeveloped pasture land. Site terrain is sloped generally from north to south. Areas that are being developed will be collected into surface channels and/or subsurface storm sewers to convey flow to the St. Vrain River. The area located north of the parking lots naturally drains to the northeast corner of the property and will be reclaimed as pasture. The fields west of the master planned improvements will remain as agricultural land or pasture. The west areas drain south to the St. Vrain River. No increase in runoff is expected from either area. According to the Soil Survey of Weld County, Colorado, Northern Part [1], site soils are primarily sandy loams. The sandy loams are concentrated on upland areas away from the River. Excessively drained soils (hydrologic soil group A) are generally concentrated on the northern quarter of the site with some along the west property boundary. Poorly drained clays (hydrologic soil group D) are located within the mapped floodplain in the southeast corner of the property. Well drained soils (hydrologic soil group B) are found through the remainder of the site. A detailed soil survey report has been provided in Appendix B-1. 4.0 DRAINAGE DESIGN CRITERIA This report is prepared in compliance with the Urban Storm Drainage Criteria Manual, Volumes 1, 2 and 3; Weld County Code; and the Weld County Storm Drainage Criteria Addendum to the Urban Storm Drainage Criteria Manuals Volumes 1, 2, and 3. Based on this criterion, a 100 - year storm is used as the major storm when evaluating existing and proposed drainage facilities. The Aurora Organic Dairy master plan is conceptual in nature. Consequently, evaluations for the storm drainage features was based upon assumptions regarding future drainage patterns. Future phases of plant expansion should evaluate the individual drainage impacts and drainage features for each phase and adjust the drainage master plan accordingly. Rainfall Data: Rainfall data was collected using the NOAA Atlas 14, Volume 8, Precipitation - Frequency Atlas of the United States (2013). Final Drainage Report 2 September 2016 Aurora Organic Dairy Master Plan P:126907',I33-26907-i 5002',Docs.Reporls.Drainage Roporl`,Fina] Drainage Report AOD Mastor Plan.doc Runoff: The master plan is conceptual. Future expansions are not expected to exceed the envelopes shown on the USR drawings. Some facilities may have different ground cover types than those described in this report. For example, truck parking occur on bare dirt, a graveled area, or on pavement. For the purposes of this report, it was assumed that all truck parking areas would be paved because this would provide a conservative estimate of runoff flow rates. The building layout of the biogas reclamation facility is also unknown, but not expected to fully cover the area shown on the map in impervious cover. It was assumed that the biogas area was 75% impervious to account for future buildings, pavement, etc. that could be located within the proposed areas. Pipe and Culvert Sizing: Site storm infrastructure capacities have been evaluated using Manning's Equation. The storm sewers on site are sized to convey the 100 -year storm event. Erosion control devices will be provided at all culvert and swale outlets to protect against downstream erosion. Storm sewer sizes were determined using Flowmaster software. Storm sewer slopes were assumed to be similar to existing ground slopes. Preliminary pipe calculations have been provided in Appendix C. Drainage Channel Sizing: Channels are present on the site to channel flows to the floodplain area. All channels are sized for the 100 -year storm event using Manning's Equation. Multiple on -site drainage channels have also been sized to convey the major storm event. Channels have 3:1 side slopes and a triangular cross section. Detailed channel calculations have been provided in Appendix C. It is our understanding that some areas in the vicinity of the plant buildings may not be vegetated as a rodent control measure. Turf reinforcement mat (TRM) is recommended for all drainage channels and pond slopes to reduce erosion potential and help establish vegetation. A permanent TRM with sufficient velocity resistance and shear resistance should be used. Velocity and shear calculations are presented in Appendix C. Detention Pond Exemptions: The property drains to the southern property boundary. Within the property boundary, there is a side channel of the St. Vrain River. The side channel appears to be directly connected to the river without obstruction, based on aerial photographs. Per Weld County Code 23-12-30.F.1.1, the proposed improvements are exempt from detention requirements because of the connection to the river. 5.0 DRAINAGE FACILITY DESIGN 5.1 General Concept The site was subdivided into several sub -basins based upon the proposed final grading of the site. Subdivisions were made based upon the location of future storm sewers or channels. For example, Drainage System A collects the A basins as shown on the proposed drainage basins map presented in Appendix D. It was assumed that flow for each proposed building would drain either east or west on a north -south axis. Drainage System A is located centrally within the property south of the existing plant building. There is an existing storm sewer system that currently drains into the existing pond on site. This system is proposed to be extended south to the floodplain area. Final Drainage Report 3 September 2016 Aurora Organic Dairy Master Plan P:126907',I33-26907-i 5002',Docs.Reporls.Drainage Roporl`,Fina] Drainage Report AOD Mastor Plan.doc Drainage System B is located in the vicinity of the existing plant. The system is existing. System B will be extended to drainage into Drainage System C. Drainage System C drains the central portion the plant areas and the western half of the employee parking. Drainage System C drains to the floodplain area. Drainage System D drains the eastern portion of the plant areas, the eastern half of the employee parking, and the corporate office. Drainage System D drains to the floodplain area. Drainage System E drains the western portion of the master planned area and the southern section of the trailer parking/biogas area. This area will drain directly to the floodplain area. 5.2 Basin Descriptions The A series basins drain interior areas of the plant expansions directly to the St. Vrain River. Basins A10, Al 1, and A20 include future expansions of the existing plant. Basins A21 and include future gravel/paved truck parking areas and paved drive areas. Basin A40 includes biogas/trailer parking. Basin B10 flows into drainage system C. This drainage subdivision was made to maintain comparability to previously prepared drainage reports and is an existing system. Basin B10 includes the existing plant and future expansions. The C series basins drain the interior of the future dairy complex. Basin C10 includes future employee parking. Basins C20, C21, C30, C31, C40, and C45 include future plant facilities and the pavement between the existing and future facilities. Basin C50 includes future plant facilities, pavement, and gravel/paved truck parking. Basin C60 includes biogas/trailer parking. The D series basins drain the eastern portion of the property in a system located along the east property line. Basin D20 drains future employee parking. Basins D30 and D40 drains future plant facilities. Basin D50 includes biogas/trailer parking. The E series basins drain the western portion of the property. Basin HO is located along the highway on the northern property boundary. No proposed improvements are planned for basin E10. Basins E20, E30, and E40 contain future loading dock aprons, paved roads, and future plant expansions. Basin E50 is located on the southern property boundary and includes biogas/trailer parking. The H series basin drains to Sekich #3 Ditch as noted in previously prepared drainage reports for this site. An agreement between the Sekich #3 Ditch and Aurora Organic Dairy is presented in Appendix E. The OS series basins drain the northern section of the property nearest the highway. The OS series basins will remain undeveloped and will be released offsite without an increase in runoff. Table 1 presents the peak flow rates for the sub -basins of each of the basins. Final Drainage Report 4 September 2016 Aurora Organic Dairy Master Plan P:126907',I33-26907-i 5002',Docs.Reporls.Drainage Roporl`,Fina] Drainage Report AOD Master Plan.doc Table 1: 100 -Year Runoff Summary Peak Flow Peak Flow Corresponding Basin ID Acres 10 Year (cfs) 100 Year (cfs) POA A10 2.95 A11 2.98 A20 3.83 A21 8.58 A30 1.33 A40 12.61 B10 8.63 C10 2.82 C20 2.11 C21 4.27 C30 1.24 C31 1.92 C40 7.67 C45 3.90 C50 3.41 C60 7.98 D20 4.22 D30 5.38 D40 5.74 D50 2.32 E10 6.37 E20 3.49 E30 7.74 E40 0.97 E50 21.72 H1 1.61 OS1 4.67 OS2 6.27 6.81 6.89 9.41 24.74 3.29 19.86 20.60 3.89 5.62 10.75 3.34 5.58 20.36 9.65 9.72 11.75 10.05 13.10 13.59 3.45 2.05 7.69 17.70 1.74 13.11 1.98 1.59 1.80 14.62 14.79 19.99 51.40 7.07 46.33 43.45 9.76 11.83 22.74 7.04 11.59 42.34 20.22 20.22 26.94 21.60 27.66 28.63 8.13 8.90 16.57 37.80 3.96 33.70 5.37 6.90 7.79 A A A A A A B C C C C C C C C C D D D D E E E E E Sekich Offsite Offsite Detailed developed drainage calculations have been provided in Appendix B. 5.3 Drainage Systems The drainage system sizing is conceptual only based on the assumptions that future drainage channels and storm sewers will have the same approximate slope as existing ground slopes. Final building and civil engineering design will likely modify drainage patterns. Other local Final Drainage Report 5 September 2016 Aurora Organic Dairy Master Plan P:126907',I33-26907-i 5002',Docs.Reporls.Drainage Roporl`,Fina] Drainage Report AOD Master Plan.doc drainage pipes are expected to be needed when final design of new features is completed. Sizing is based on expected future development. Culvert end treatments (riprap aprons or other energy dissipation) should be designed during final design of new features, based on detailed calculations. Culvert end treatments were not determined for this report. Segments are labeled to correspond to their respective drainage basin identifier, i.e. Segment A20 drains Basin A20. Drainage segments vary in size from 24 to 48 inch pipes, or 2.5- to 4 - foot deep triangular channels. Specific pipe and channel sizes by segment are listed in the following table: Table 2: Drainage System Sizing Basin ID Pipe Dia (in) Channel Depth (ft) A10 18 (Ex.)* A20 36 3.5 A30 36 3.5 A40 48 3.5 B10 18 (Ex.)* C20 24 2.5 C30 36 3 C31 30 3 C40 42 4 C50 48 4 C60 48 4.5 D20 30 3 D30 30 3 D40 30 3 D50 36 3.5 E10 18 2 E20 24 2.5 E30 36 3 E40 36 3 E50 42 3.5 * Existing Pipe 5.4 Sekich #3 Ditch The Sekich #3 Ditch crosses the site from west to east, discharging into a pond located on an adjacent property. Basin H1 discharges directly in the Sekich #3 Ditch per a recorded agreement between the ditch owner and Aurora Organic Dairy. A copy of the agreement is presented in Appendix E. The ditch owner is herein referred to as "Sekich." Final Drainage Report 6 September 2016 Aurora Organic Dairy Master Plan P:126907',I33-26907-i 5002',Docs.Reporls.Drainage Roporl`,Fina] Drainage Report AOD Master Plan.doc The agreement allows for un-detained discharges from Basin Hl into the ditch. Proposed increases in impervious area in this basin are expected to increase runoff into the Sekich #3 Ditch. Future improvements where storm sewer line(s) cross the Sekich #3 Ditch are expected to require additional agreement(s) with Sekich for the improvements. The existing agreement required construction during non -irrigating times unless approval was granted by Sekich for work during irrigation season. It is expected that similar conditions would be requested in any future agreement. Final Drainage Report 7 September 2016 Aurora Organic Dairy Master Plan P:126907',I33-26907-i 5002',Docs.Reporls.Drainage Roporl`,Fina] Drainage Report AOD Master Plan.doc 6.0 CONCLUSIONS This report was prepared to comply with Weld County Code and the Weld County Storm Drainage Criteria Addendum to the Urban Storm Drainage Criteria Manuals Volumes 1, 2 and 3 with the exception of the variance request that was presented in the letter at the beginning of this report. Drainage design is not expected to adversely impact adjacent landowners. This Final Drainage Report is being submitted to Weld County for review and approval. Final Drainage Report 8 September 2016 Aurora Organic Dairy Master Plan P:126907',I33-26907-i 5002',Docs.Reporls.Drainage Roporl`,Fina] Drainage Report AOD Mastor Plan.doc 7.0 REFERENCES United States Department of Agriculture Soil Conservation Service in cooperation with Colorado Agricultural Experiment Station. Soil Survey of Weld County, Colorado, Southern Part, September 1980. Urban Drainage and Flood Control District. Urban Storm Drainage Criteria Manual, Volume 1-3, June 2001. Weld County Code Ordinance 2015-11. Weld County, Colorado. Weld County Engineering and Construction Criteria. Weld County Public Works Department, April 2012. NOAA Atlas 14, Volume 8, Precipitation -Frequency Atlas of the United States. U.S. Department of Commerce, 2013. Final Drainage Report 9 September 2016 Aurora Organic Dairy Master Plan P:126907',I33-26907-i 5002',Docs.Reporls.Drainage Roporl`,Fina] Drainage Report AOD Master Plan.doc APPENDIX A - MAPPING 9/1/2016 4:17:55 PM - P:\269071133-26907-150021CAD\CONCEPTUALIVICINITY MAP DWG - WEATHERL, LAURA 3 2560' 5300' SCALE: 1" = 5000' TETRA TECH www.tetratech.com AURORA ORGANIC DAIRY Project No.: 133-26907-15002 1903 S. Sunset St. Ste. 1-E Longmont C.O. 80501 Phone: (303)772-5282 Fax: (303) 772-7039 AURORA ORGANIC DAIRY MASTER PLAN VICINITY MAP Date: FEB 2016 Designed By: JAB Supplemental FIG A-1 Copyright: Tetra Tech Bar Measures 1 inch 9/1/2016 4 12:39 PM - P:\269071133-26907-150021CAD\CONCEPTUALIEFFECTIVE FEMA MAP. DWG - WEATHERL, LAURA 4450D0''nN 4449007MN 40° 11' 15" 104" 56' 15' ZONE AE 4804 3160000 FT R l- f 7711, :r 1.4 ?(j PANEL 1885E FIRM FLOOD INSURANCE RATE MAP WELD COUNTY COLORADO AND INCORPORATED AREAS PANEL 1885 OF 2250 ;TEE'AAP INDEX FOR FIRE' 'ANEL _AYOJTI Notice to User The Map Number shun, bele,. _loulT bo ,nod char placn9 map orTcs. the Community Number shown obc'oe shoal, be used cr ina.genen appicatin, icr the sebjerd _o,r Tur lty MAP NUMBER 08123C1885E EFFECTIVE DATE JANUARY 20, 2016 Frdrrai Emorserry Marmgcmcni Agana, This is an official coat of a po :Ion at the abv.. referenced toed mac. t WAR e.xtracterl mini FImT On -I Ins This man rlmms nal 'Pliant chances <. emrnta wh ch ray hnn n«!. r,ar.o our cr:aarrt 7C --o dnto on the lrogramn flood mete check the rEMA [load ap store w: ac mal °c.tema.go 0 750' 1503' SCALE: 1" = 1500' TETRA TECH www.tetratech.com AURORA ORGANIC DAIRY Project No.: 133-26907-15002 1900 S. Sunset St. Ste. 1-E Longmont CO. 80501 Phone: (303)772-5282 Fax: (303) 772-7039 AURORA ORGANIC DAIRY MASTER PLAN EFFECTIVE FEMA MAP Date: FEB 2016 Designed By: JAB Supplemental FIG A-2 Copyright: Tetra Tech Bar Measures 1 inch APPENDIX B - HYDROLOGY COMPUTATIONS APPENDIX B-1 SOILS REPORT X 2 J_ O 0 C 0 0 2 N 0 0 uC 0 rn N 0 N 0 w ["m] TETRA TECH www.tetratech.com Hydrologic Soil Group Legend A B D AURORA ORGANIC DAIRY Project No.: 133-26907-15002 1900 S. Sunset Street. Ste. 1-E Long mont, Colorado 80501 PHONE. (303) 772-5282 FAX: (303) 772-7039 MAST ER PLAN DRAINAGE REPORT DEVELOPED SOILS MAP Date. SEP 01, 2016 Designed By: JJA Figure No. 1 Hydrologic Soil Group —Weld County, Colorado, Southern Part 5056001 5656001 5060001 5062001 5064001 5066001 c060001 Map Scale: 1:9,460 if printed on A portrait (8.5" x 11") sheet. N 0 100 200 400 Meters) 600 tl 0 450 900 1800 2700 Map projection: Web Mercator Comercoordinatco: WCS94 Edge tics: UTM Zone 13N WGS84 40° 12'21"NI 4a 11' N USDA Natural Resources Web Soil Survey 1 Conservation Service I National Cooperative Soil Survey 9/1/20161 Page 1 of 41 , Colorado, Southern Part —Weld Count O O 0 O 0 O MAP INFORMATION MAP LEGEND [The soil surveys that comprise your AO1 were mapped at 1:24,000. valid at this sc O C 0 0 ❑ a C) U 0 0 0 a C) C 0 can cause O E O m co O Lc 0 N O E 0 m E a) O a O c N 0 m 7 0 O O a N c co E 0 .C) Q) a a1 O a c co a0 7 N Not rated or not available o ❑ 0 a 0 a C, K c N It 0 O 0 N O 2 O m E O L 0 N D 0 a a O E 0 I- a) E U co d A LL Streams and Canals a co E O O 0 N a co E O co O C O O m N co a) c O c >, m 2o N N O co N Transportation Natural Resources Conservation Servic Q co O U 0 o N 0 c a) N 0 N a) O! m O CD a) Interstate Highways 1 N- U) 03 (7 CD a U O O O a1 2 7a) E C) T CD C) co a 0 O as O N 2 co O on N N 0 a`) C) O 2 0 r 2 C) o a) N E 5 O -: a) -0 a s a) N a C) : co O -OEZ�o a -o D. N 3 o `° as 2 c O.17-). [d N O O C O O a) a) i C 2O Ent 0 O (I) m O Z 0 O CO N a c 0 N Q O CO O a N O N U 2 N -O - L N @ O y 3 no GO c E On. O O .2 C O N O N 7 2 rJ:jr f9 N N 'C'! @ O O LC ff o c4 E 0 2_ ) a Not rated or not available IIIIIIII oil Rating Lines erial Photography 0 0 N O O CO a) It 0 U Cr LO a) E O m n2 a) a) N 0 O N r z O O a C) N N O is a c O O 7 O t LO a N N N O O C) 0 O 0 O C) O E 0 3 O co a) 0 O units are labeled O 0 • 1 z Q cN a N CD O 2 m L r O E a) co a ' ; JL , N O N Not rated or not available N N C)) C 0 m U 3 O a O E a) O 0 m O O O a O t O C) oil Rating Points a C) 0 O co 9 O Y E O N w co 0 a O N 0 =o a m a O E O C) L O .E a1 E O N C) N 2 O a O E O C)) O a O m a =o i O O O E a) C) a) 4 m co N a) C) O C C) O E n]J 0 N co Hydrologic Soil Group —Weld County, Colorado, Southern Part Hydrologic Soil Group Hydrologic Soil Group— Summary by Map Unit— Weld County, Colorado, Southern Part (CO618) Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 3 Aquolls and Aquents, gravelly substratum D 30.5 11.2% 15 Colby loam, 1 to 3 percent slopes B 60.0 22.0% 38 Nelson fine sandy loam, 3 to 9 percent slopes B 6.4 2.4% 50 Otero sandy loam, 0 to 1 percent slopes A 35.6 13.1% 51 Otero sandy loam, 1 to 3 percent slopes A 32.8 12.1% 52 Otero sandy loam, 3 to 5 percent slopes A 18.8 6.9% 53 Otero sandy loam, 5 to 9 percent slopes A 28.9 10.6% 68 Ustic Torriorthents, moderately steep A 11.9 4.4% 79 Weld loam, 1 to 3 percent slopes C 1.4 0.5% 82 Wiley -Colby complex, 1 to 3 percent slopes B 3.5 1.3% 83 Wiley -Colby complex, 3 to 5 percent slopes B 42.4 15.6% Totals for Area of Interest 272.3 100.0% USDA Natural Resources Web Soil Survey ilia Conservation Service National Cooperative Soil Survey 9/1/2016 Page 3 of 4 Hydrologic Soil Group —Weld County, Colorado, Southern Part Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long -duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (ND, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink -swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie -break Rule: Higher USDA Natural Resources Web Soil Survey ilia Conservation Service National Cooperative Soil Survey 9/1/2016 Page 4 of 4 APPENDIX B-2 RAINFALL DATA Precipitation Frequency Data Server Page 1 of 4 NOAA Atlas 14, Volume 8, Version 2 Location name: Platteville, Colorado, US" Latitude: 40.2019°, Longitude: -104.9270° Elevation: 4892 ft* " source: Google Maps POINT PRECIPITATION FREQUENCY ESTIMATES Sanja Perice, Deborah Martin, Sandra Pavlovic, Ishani Roy, Michael St. Laurent, Carl Trypaluk, Dale Unruh, Michael Yekta, Geoffery Bonn in 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)1 Duration 5 -min 10 -min 15 -min 30 -min 60 -min 2 -hr 3 -hr 6 -hr 12 -hr 24 -hr 2 -day 3 -day 4 -day 7 -day 10 -day 20 -day 30 -day 45 -day 60 -day Average recurrence interval (years) 1 0.232 (0.180-0.300) 0.340 (0.264-0.439) 0.415 (0.322-0.536) 0.559 (0.433-0.722) 0.686 (0.532-0.887) 0.813 (0.637-1.04) 0.887 (0.699-1.12) 1.05 (0.836-1.32) 1.27 (1.02-1.57) 1.51 (1.23-1.85) 1.74 (1.43-2.09) 1.89 (1.57-2.27) 2.02 (1.68-2.41) 2.31 (1.94-2.72) 2.56 (2.16-3.00) 3.27 (2.79-3.78) 3.84 (3.30-4.40) 4.52 (3.91-5.14) 5.08 (4.42-5.74) 2 0.281 (0.218-0.363) 0.411 (0.319-0.532) 0.502 (0.388-0.649) 0.674 (0.522-0.871) 0.823 (0.637-1.07) 0.972 (0.761-1.24) 1.06 (0.831-1.34) 1.24 (0.986-1.55) 1.50 (1.20-1.86) 1.80 (1.46-2.20) 2.09 (1.72-2.53) 2.26 (1.87-2.70) 2.39 (1.98-2.84) 2.71 (2.27-3.19) 2.99 (2.52-3.50) 3.77 (3.21-4.36) 4.40 (3.78-5.05) 5.19 (4.49-5.91) 5.86 (5.09-6.63) 5 0.378 (0.291-0.490) 0.553 (0.427-0.717) 0.674 (0.520-0.875) 0.903 (0.697-1.17) 1.10 (0.850-1.43) 1.30 (1.01-1.67) 1.41 (1.10-1.79) 1.63 (1.29-2.05) 1.95 (1.56-2.42) 2.32 (1.88-2.84) 2.71 (2.22-3.28) 2.88 (2.38-3.46) 3.01 (2.50-3.60) 3.38 (2.82-4.00) 3.70 (3.11-4.35) 4.58 (3.89-5.31) 5.31 (4.55-6.11) 6.27 (5.40-7.15) 7.10 (6.14-8.05) 10 0.474 (0.364-0.618) 0.694 (0.533-0.905) 0.846 (0.650-1.10) 1.13 (0.870-1.48) 1.38 (1.06-1.81) 1.64 (1.27-2.11) 1.77 (1.38-2.26) 2.03 (1.60-2.56) 2.38 (1.90-2.97) 2.80 (2.25-3.45) 3.25 (2.65-3.95) 3.43 (2.81-4.14) 3.57 (2.94-4.28) 3.96 (3.29-4.71) 4.31 (3.60-5.09) 5.26 (4.44-6.12) 6.06 (5.16-7.00) 7.13 (6.11-8.17) 8.09 (6.96-9.22) 25 0.631 (0.480-0.885) 0.923 (0.702-1.30) 1.13 (0.857-1.58) 1.51 (1.15-2.12) 1.85 (1.41-2.60) 2.19 (1.69-3.05) 2.37 (1.84-3.27) 2.69 (2.10-3.66) 3.08 (2.42-4.09) 3.54 (2.79-4.60) 4.04 (3.20-5.14) 4.24 (3.38-5.33) 4.37 (3.51-5.48) 4.80 (3.87-5.92) 5.17 (4.19-6.32) 6.19 (5.06-7.42) 7.08 (5.82-8.40) 8.30 (6.85-9.74) 9.40 (7.79-11.0) 50 0.770 (0.567-1.09) 1.13 (0.831-1.59) 1.38 (1.01-1.94) 1.84 (1.36-2.60) 2.27 (1.67-3.21) 2.70 (2.01-3.77) 2.91 (2.19-4.04) 3.28 (2.49-4.49) 3.69 (2.82-4.95) 4.16 (3.20-5.47) 4.69 (3.63-6.03) 4.89 (3.81-6.23) 5.03 (3.94-6.38) 5.47 (4.31-6.83) 5.85 (4.63-7.25) 6.91 (5.53-8.41) 7.86 (6.32-9.46) 9.17 (7.41-10.9) 10.4 (8.42-12.3) 100 0.927 (0.659-1.34) 1.36 (0.964-1.96) 1.65 (1.18-2.39) 2.22 (1.58-3.21) 2.74 (1.95-3.97) 3.26 (2.35-4.67) 3.53 (2.55-5.01) 3.95 (2.89-5.54) 4.37 (3.22-6.00) 4.84 (3.60-6.52) 5.37 (4.01-7.08) 5.58 (4.20-7.29) 5.73 (4.33-7.44) 6.16 (4.69-7.89) 6.55 (5.02-8.31) 7.64 (5.91-9.52) 8.63 (6.71-10.6) 10.0 (7.84-12.2) 11.3 (8.88-13.7) 200 1.10 (0.751-1.64) 1.61 (1.10-2.40) 1.97 (1.34-2.92) 2.64 (1.80-3.92) 3.27 (2.23-4.87) 3.91 (2.70-5.74) 4.23 (2.94-6.16) 4.71 (3.31-6.77) 5.12 (3.62-7.23) 5.59 (3.98-7.73) 6.09 (4.37-8.25) 6.30 (4.55-8.47) 6.46 (4.69-8.62) 6.89 (5.04-9.07) 7.27 (5.35-9.48) 8.38 (622-10.7) 9.41 (7.02-11.9) 10.9 (8.16-13.6) 12.2 (9.21-15.2) 500 1.36 (0.891-2.08) 1.99 (1.31-3.04) 2.43 (1.59-3.71) 3.26 (2.13-4.97) 4.06 (2.66-6.20) 4.86 (3.22-7.32) 5.26 (3.51-7.87) 5.84 (3.94-8.61) 6.23 (4.23-9.02) 6.65 (4.56-9.45) 7.09 (4.90-9.88) 7.31 (5.09-10.1) 7.48 (5.23-10.3) 7.89 (5.56-10.7) 8.26 (5.84-11.1) 9.35 (6.69-12.3) 10.4 (7.49-13.6) 11.9 (8.63-15.4) 13.4 (9.70-17.1) 1000 1.57 (0.996-2.41) 2.31 (1.46-3.52) 2.81 (1.78-4.30) 3.77 (2.39-5.77) 4.71 (2.98-7.21) 5.65 (3.62-8.52) 6.13 (3.95-9.16) 6.78 (4.41-9.99) 7.14 (4.70-10.4) 7.52 (5.00-10.8) 7.88 (5.30-11.1) 8.12 (5.49-11.3) 8.29 (5.63-11.5) 8.68 (5.95-11.9) 9.02 (6.22-12.3) 10.1 (7.04-13.5) 11.2 (7.85-14.8) 12.7 (8.99-16.7) 14.2 (10.1-18.5) Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PD5). 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 N0AA Atlas 14 document for more information. Back to Top PF graphical http://hdsc.nws.noaa. gov/hdsc/pfds/pfds_printpage. html?lat=40.2019&lon=-104.9270&dat... 2/22/2016 Precipitation depth fin.' Precipitation depth fin.' 14 12 - 10 8 6 4 2 4 1,5 14 12 10 7 - C c C Lr1 6 W^ m ▪ 6 8 6 4 2 4� 7, C• 7, rte- }, T, -C -= ▪ r r r .-.3rc +o ,..3rn m u, N d O v'J -U O ,'J ,-1 r' fY ril T r- 6 6 .-I rV Duration 2 5 10 25 50 ]00 200 Back to Top Interval iyearsh NOAA Atlas 14, Vo urne 8- Version 2 Average recurrence Q N:le▪ dclne `cL'r Nariona! oresi r 5 Maps & aerials Created (Gh1T,. Moil Small scale terrain LaraTie C.h eyenr e •L 9 F'p'rt C:olling Greeley • +g - II,III,Yr1Y111,1Y ��a,H4111 L�E:r r - Nd1�Plnd!f4fEr61 '` Denver r}'a's!J,t aurora • trF (`t�IP-I{�r.'.g'•,i fir�ckevidrjP�.'ti-r, ;Ndr..0ila' ore ..; .4`. f t 1 •' : f !t 4arronrd'r ore,a • 6 is', 6 m # Lip 500 1002 =eb 22 22:11-23 201e i'i1vmee N 3 rrknd! Grassland Srerlinq Average recurrence hl er; al (years: 1 2 10 25 50 100 200 500 1000 Q LI rat!.n rl 50 km Map drsvhtrrelSeragte Large scale terrain d 0 d 0 . 0 0 0 0 2 km Map ciBelugAMIrCeiugile Large scale map 0 2km Large scale aerial 0 0 Map dBep aeegde Back to Top f•`a 2 sst Jr.' v=s1 n US Department of Commerce National Oceanic and Atmospheric Administration National Weather Service National Water Center 1325 East West Highway Silver Spring, MD 20910 Precipitation Frequency Data Server Page 4 of 4 Questions?: HDSC.Questionsanoaa.gov Disclaimer http://hdsc.nws.noaa. gov/hdsc/pfds/pfds_printpage. html?lat=40.2019&lon=-104.9270&dat... 2/22/2016 APPENDIX B-3 DEVELOPED RUNOFF CALCULATIONS Aurora Organic Dairy Master Plan Developed ReuroffCalculations Basin Bncin .Area (acres} Basin Imperviousness Runoff Coefirienls.r Dotal Li El. iLlp El. i Down El. w Down Si Sn Ti TI Tc ' Rainfall Intensity I (inihr) Bncin Flows Q (cis) PO.A Agra 'Sod Type A I Soil Type B I Sod Type C I So]] Type D Grave] Road (air) I RoorrTark (air) Asph:ht f :cl I Undeveloped tact I I "02 Y:5 Yr I11 Yr I W11 Y: IGI IR1 111111 1100 (min} Iminl (min} 2 Yr 5 Yr W Yr W11 Yr 2 Y: I 5 Yr I 111 Sr Wu Y: A111 2.95 11 92 2-119 111111 111111 111111 2.82 u-12 1.1111 9u4 11 699 u. 7119 11.731 11 791 849 14.7 I.89 2 52 316 6.28 ?-92 5.26 6.91 14-62 A All 2.99 u-1111 2-96 u-1111 u-1111 u-1111 2.99 u-1111 1.1111 91.11 u-694 u. 71h u. 729 11796 9uu 15.11 1.97 2.5u 313 6.22 ?-36 99 6.99 1479 A ,1211 3.53 1.61 2.22 11.1111 11.1111 11.1111 3 US 11.75 11.1111 92.11 11.7.5 11.755 11.775 U.8311 434 14.7 1.49 2.-2 3.17 9.29 5.32 7 S 9.41 19.99 A ,121 9.56 11.69 7.911 11.1111 11.1111 11.1111 1.11 4.54 1.11 111.1 11.8711 1.992 1.912 11.944 765 14.4 1.91 2 55 3.21 6.35 14.23 19.26 24.74 51411 A A311 1.33 11.116 1.24 11.1111 11.1111 11.1111 1.11 1.17 1.19 S7.9 11.677 1.711 1.725 11.745 449 12.5 2.113 2.11 3.41 9.79 1.83 2.54 3,29 7.117 A A411 12.61 III 34 126 111111 1-1111 111111 9.76 1165 3.2u 69.2 1142? U . 462 u. 5112 11999 997 14.9 1.97 2.5u 314 6.23 111-1111 14.57 19.96 46-?? A BW 8.63 154 7119 111111 111111 111111 3.94 4-69 11.1111 95.4 11772 u. 792 u. 912 11962 1279 17.1 1.75 2.24 2.94 5.94 11-69 16.112 2u. 6u 4'45 B CW 2.92 111111 2-92 111111 111111 111111 11.1111 I 5 1.22 54.1 11922 u. 274 u. 424 11996 693 12.9 1.94 2.59 _`9 6.45 176 2.7- 3.89 976 C' C21 2.11 11.43 1.27 11.1111 11.1111 11.1111 1.11 I.99 1.13 93.9 11.769 1.749 1.4119 11.454 924 13.5 1.99 2.92 3.29 9.54 3.19 4.37 5,92 11.43 C C21 4.27 1.411 2.46 11.1111 11.1111 11.1111 3.11 1.17 1.11 92.7 11.752 1.772 1.792 11.444 613 14.5 1.91 2.54 3 LS 9.32 6.119 6.39 11.75 22.74 C C.31 1.24 1.24 11.1111 11.1111 11.1111 11.1111 1.9 L 11.33 1.11 92.6 11.744 1.794 1.764 11.432 421 12.3 2.14 2.73 3.42 9.41 1.49 2.59 3.34 7.114 C C31 1.92 1-92 111111 111111 111111 111111 u. 49 143 1.1111 97.5 11924 u. 9411 u. 96u 11 91111 495 12.9 2.111 2.69 1 1 6.7u ?-19 4.24 5.59 1159 C' 0411 7.67 767 111111 111111 111111 111111 2.99 4-911 1.1111 96 9 11 9112 u. 92u u. 9411 11 9911 955 14.9 1.99 2 52 316 6.27 1159 15.94 2u. 36 42-94 C' C45 3.9u 344 1146 111111 111111 111111 2.46 144 11.1111 93.7 11769 u. 783 u. 9119 11949 Wu9 15.6 1.94 2.45 ?.119 6.11 547 7.5u 9.65 21122 C' C 5 3.41 2.45 11.95 11.1111 11.1111 11.1111 1.14 2.26 1.111 99.9 11.426 1.442 1.462 11.9113 595 13.3- 1.97 2.94 3 31 9.57 -.-- 7.59 9.72 211.22 C C. 61 7.9S 6.65 1.111 11.1111 11.22 11.1111 5.11 1.116 1.91 71.2 11.416 1.451 1.491 11.566 1143 16.4 1.79 2.411 3.11 5,97 5.96 5.61 11.75 26.94 C D211 4.22 11.1111 4.21 11.1111 11.1111 11.1111 1.11 3.69 1.53 S7.9 11.674 1.112 1.729 11.746 944 13.9 1.99 2.91 3.25 9.51 5.611 7.75 11.15 21.611 D Diu 5.29 ?-94 144 u-1111 u-1111 u-1111 4.111 I -?3 11.1111 92.6 11 749 u. 769 u. 799 u-337 99u 15.4 1.94 2.46 ?.119 613 742 W19 13.W 2766 D D411 5.74 -7- u-1111 u-1111 u-1111 u-1111 4.112 172 11.1111 93.11 11744 u. 764 u. 794 11 9.2,2 1114 16.2 L8u 2.41 ?.112 6 u 7-69 W. 55 12.59 23-63 D D5u 2_2 2_2 u-1111 u-1111 u-1111 u-1111 1.64 u-1111 u. 69 64.2 u- ?62 114112 u. 442 11 524 5W 12.9 2.111 2.69 996 6.69 1-69 2.5u 345 3-13 D E11 9.37 11.1111 6.36 11.1111 11.1111 11.1111 1.11 11.1111 9.37 2.11 11.1124 1.144 1.199 11.362 1115 51111 4916.31 4494 4559 1.1366 1.117 29.9 9.3 359 1.16 1.55 1.94 3.46 11.21 1.47 2 US 4.911 E E21 3.49 11.1111 3.49 11.1111 11.1111 11.1111 1.11 3.111 1.44 46.4 11.646 1.974 1.112 11.762 592 15.11 1.47 2.511 3.14 6.23 4.22 5.44 7.99 16.57 E E31 7.74 11.1111 7.73 11.1111 11.1111 11.1111 4.12 3.46 1.29 91.5 11.726 1.749 1.799 11.424 1146 16.9 1.7S 2.3S 2.9S 5,93 111.1111 13.74 17.71 37.411 E E4u u. 97 u-1111 u-97 u-1111 u-1111 u-1111 11.1111 1179 u. 24 75 11 499 u. 51u u. 57u u-652 966 14.9 1.99 2.51 315 6.2h u-91 1.29 1.74 ?-96 E E5u 21.72 19-95 u-115 u-1111 171 u-1111 u. 37 9-97 H. 19 49.5 11 245 u. 296 a 151 11 454 195u sou 4951.66 4326 4799 a 119 L3 11.1126 «_ 21-9 43.6 Lug L37 1.72 342 546 9.92 1;.11 -,]u E HI 1.61 u1111 1-611 u-1111 u-1111 u-1111 11.1111 u-66 u. 94 42.5 11 242 a?119 11.369 115114 529 12.11 2.1111 2.67 _15 6.64 1179 1.22 1.99 5-17 Sekioh OSI 4.67 u-1111 4-67 u-1111 u-1111 u-1111 11.1111 u-1111 4.67 2.11 u-1123 11.1188 11.166 u-362 72u 51111 49112.9? 4339-34 4884 u 11.11272 11.1124 29.4 94 12 7 L21 1.64 2.116 4.119 u-16 u. 67 1.59 6-911 Ofisite 052 9.27 11.1111 6.27 11.1111 11.1111 11.1111 1.11 11.1111 9.27 2.11 11.1124 1.144 1.199 11.362 729 51111 4911.11 49114.97 4599.11 1.1113 1.139 4u. 5 2.8 43.2 1.13 1.35 1.73 3.43 11.14 1.79 L S1 7.79 Oflsile * Te Same as historic Tc niay never he less than 11 Ior non-u Alan or 5 min 11,r urban; Tc rqo alion varies for non-u rlranfu Aran Site Imperviousness Table Asphalt Rool}Tank Ciravrl Road Undeveloped 1 -hour Point Rainfall Depth 2 Yr 5 Y A a Yr 11.423 1.1 WUYr PI 1.35 2.74 Basin A I II "-h lmpenious Soil Type A Soil Type B Soil Type C Soil Type D 911 2yr 5yr III yr 11111n Modified: 1.92 31"; 2.13 69"i, 1 1 294 1111, 11.674 11.694 11716 11716 11.699 11.694 11.716 11 77.6 11 77.6 11.7119 11.716 11.734 11.753 11.753 11.731 1.779 1.795 u 322 u 322 Basin Al l "-h lmpenious Soil Type A Soil Type B Soil Type C Soil Type D 911 2 yr 5 yr 111 yr 11111 yr Modified_ 1 116 293 6 1 116 1.11 2.9S 1n1q 11 674 u-694 11716 11.716 II 694 u-694 11716 11 77.6 11.736 11716 11.716 u-723 11.753 11.754 11-723 u 776 u 793 u 322 1.422 u 793 Basin A2II Impel - 92 2 yr 5 yr Soil Type A Soil Type B Soil Type C Soil Type D Modified_ I. 61 42"fi 2.22 5Pd, 1.11 1.11 9 99 6 11.726 11.742 11.754 11.754 11.7 ,5 11.746 11.762 11.774 11.774 11-7„ 11.766 11.742 11.799 11.799 11-77, u 414 1.435 11.454 11.454 u 81u Basin A21 "-h lmpenious Soil Type A Soil Type B Soil Type C Soil Type D ]1111 2 yr 5 yr Modified: 1.99 R4i� 91 1 1 3 58 1111 , 11.868 11.4711 u-472 u-372 11.4411 11.992 u-334 u-334 11.992 11.91111 11.9112 u-9114 u-9114 11.9112 1.941 1.944 u 946 u 946 1.944 Basin A311 "-h lmpenious Soil Type A Soil Type B Soil Type C' Soil Type D SS 2 yr 5 yr 111 yr 11111 yr U6 1 24 U 1111 1.11 40, 96 , 116 1uuq u-653 u-673 u-711 2 11.7112 u-673 u-7112 11.722 11.722 u-711 2 u-726 11 746 11.746 11 762 11 736 11 314 1.S14 Notes: L. Re rer to Tah]r RO-3 Fix Site Imperviousness. 2. Rerer to (l than Doainage Criteria Manual Vol. L Table ROS Fro Ru noiI CoeRicienls. C Euualions: is - L_1811+111 I -128.5*PI I' 111+Te1"11.796 P 1 - I -hr point rainfall depth is - time ofcon entraeLion Q _ C,*1*A C — Runo ETCoellicient — Rainfall Intensity A — Area Basin CAII 0, open ions 96 Soil Type A 7.67 L11 u. 9112 119211 u. 94u 119311 Soil Type B 1.11 1"5, 1.511 11.828 1.444 11.896 Soil Type C 1.11 1"i, U.S LS 11.436 1.459 11.9114 Soil Type D 1.11 1"i, U.S LS 11.436 1.459 11.9114 7 67 Inn n 2yr Syr III yr 11111 yr \ladfie& u. 9112 u-3211 u. 94u u-3311 Basin CAS "i� ]roper iouu 94 Soil Type A Soil Type B Soil Type C Soil Type D 2yr 52r IIIn 111112, Modified: 3.44 44";, 1.792 11.782 1.412 11.846 11.49 12"i, 1.114 11.794 1. S 14 11.466 11.1111 110, u. 796 11_3116 u. 826 u-373 11.1111 110, u. 796 11_3116 u. 926 u-373 9 9u Iuu , 1.793 11.743 1.413 11.444 Basin C511 Impeniouu 97 Soil Type A Soil Type B Soil Type C' Soil Type D 2yr Syr Iii yr 11111 yr 2.45 72'.'-i, u. 924 u-3411 u. 9611 11.91111 u. 95 29"6 u. 92u 8946 u. 966 8912 11.1111 u0, 11.996 u-352 u. 972 11913 1.11 1"i, 1.S36 11.452 1.S12 11.919 3.4u Basin E311 "o lmpenious 9] Soil Type 11.1111 110, u. 7119 u-723 u. 749 u. 9114 Soil Type Ti 7.73 111"5, 1.729 11.746 11.799 11.524 Soil Type C 1.11 1"5, 11.744 11.764 11.754 11.542 Soil Type D 1.11 1"5, 11.744 11.764 11.754 11.542 7 71 Iuu"h 22r 52r III yr ]1111 yr V1,y lie: u. 726 11.746 u. 766 u. 924 Eosin EAII Impeovious 75 Soil Type ,1 Soil Type B Soil Type C Soil Type D 22r 52r Ills ]1111 yr 17odiIird: 1.11 1.461 114911 1.5;1 1.611 1.97 111"i, 1.495 11.5311 1.571 1.952 11.1111 a"6 u. 51u 115711 11.6 W u. 7114 11.1111 a"6 u. 51u 115711 11.6 W u. 7114 u 97 Iuu0, 1.495 11.5311 1.511 1.952 Basin ESII Impeovious 4S Soil Type A Soil Type B Soil Type C Soil Type D 2 yr Syr III yr 11111 yr 19.95 92"o u. 229 11233 u. 242 u. 442 11.115 a0, u. 279 u.33X u. 292 u. 516 11.1111 a0, u. 229 u?33 u. 452 u. 596 L71 4e;, 1.32S 11.344 1.452 1.599 2L 11 111"i� Modified_ u-677 11 7111 u-725 u. 785 P i269u7s.199,269117-15uu 2,SupportDocsc.Cukss,Dr,,r, a e\Runofl'OD Masi, Plan Modified_ u. 926 u-342 u. 962 u-911? V1,y lie: u. 245 11296 u. 251 u. 454 Basin A411 "-h ]mpen iou; fiH 2 yr 5 yr 111 yr 11111 it Basin Cfill "-h ]mpen iou; 711 2 it 5 y 111 yr 11111 yr Basin HI Impervious 42 2 yr 5 yr illy,- 11111 it Soil Type A Soil Type B Soil Type C Soil Type D VlodiEied_ 14 32 6 I. u uu uu R4i, 12.611 Iuu4;, 11.41111 11.4:4 11.474 11.474 1142? 11.434 11.474 11514 u.514 11 462 11.474 11514 11.553 11.558 115112 u 548 u 6118 u 668 11.668 539 Basin BIII °o lmpen � Soil Type A Soil Type B Soil Type C Soil Type D 95 2 2,- 5 2r Vlodified_ 154 36 7.118 u.uu u4i, u.uu u4i, 863 11.762 11.774 11.786 11.786 11.772 u_ 732 11.794 11.8116 11.8116 u_ 792 11.3112 11.814 11.826 11.826 11.312 u 846 u.8hh 11.878 11.878 u 862 Basin CI II "-h ]mpervious Soil Type A Soil Type B Soil Type C Soil Type D 54 2 2,- 5 2r Mali Eied: u.uu u4i, 2.82 Iuu4;, u uu u u uu u 11.282 11.322 u364 u364 11.324 11.374 11.424 11424 u.374 11.374 11.424 11476 11476 11.424 11.466 U 53 u hlh u hlh 11.53h Basin C211 "-h ]roper ious Soil Type A Soil Type B Soil Type C Soil Type D 94 2 yr 5 yr 111 er 11111 yr Vlodified_ 11.762 11.774 11]36 11.786 11769 u_ 732 11 794 1.311 6 11.8116 u_ 739 1.311 2 IJ X14 1.326 11.826 1.311 9 u 846 u 3hh u 878 11.878 u 858 Basin C21 °o lmpen � Soil Type A Soil Type B Soil Type C Soil Type D 93 2 2,- 5 2r 11111 n Vlodified_ Lau 42 6 2.4h ;8q u.uu u4i, u.uu u4i, 4.27 Iuu"5, 11.744 11.758 11.772 11.772 11.752 11.764 11.778 11.792 11.792 11.772 11.734 11.798 11.812 11.812 u_ 792 u 812 11.552 11.866 11.866 11 344 Basin C311 "-h ]roper ious Soil Type A Soil Type B Soil Type C Soil Type D 93 2 2,- 5 2r 11111 n Mali Eied: 24 u.uu u4i, u uu u u uu u 24 Iuu fi 11.744 11.758 11.7.2 11.7.2 u.744 11.764 11.778 11.792 11.792 u.764 11.784 11.798 11_312 11.312 u.784 11.832 11.552 u 3hh u 3hh 11.832 Basin C31 "-h ]roper ious Soil Type A Soil Type B Soil Type C Soil Type D 97 2 yr 5 yr 111 er 11111 yr Vlodified_ 1.92 111114'6 u uu u uu u uu 1.92 Iuu4i, 11.324 11.X311 11.X36 11.836 11.3411 11.346 11.352 11.852 1.324 1.3411 11.3611 1.366 1.372 11.872 u 9uu u 91.2 11 913 U 918 11.3611 11.9uu Soil Type A Soil Type B Soil Type C Soil Type D Vlodified_ 6.65 8340 114111 11442 11482 11.554 I. 11 14°, a 442 u.432 11.522 11.614 u uu a°i, 11482 11522 11.564 11.674 11.22 - 11.452 u.522 11,,64 11.674 7.97 Iuu"i, 1.416 11 4511 a 49u 11 566 Basin D211 °olmpery ious BB Soil Type A Soil Type B Soil Type C Soil Type D 2yr 52r III yr 111112,- Vlodified_ u uu a°i, 11.658 11.673 u. 7112 11.762 4.21 Iuu"i, 11.678 11.7112 11.726 u.786 11.uu u"i, 11.7112 u.722 11.746 u.814 11.uu u"i, 11.7112 u.722 11.746 u.814 421 Iuu fi 11.678 117112 u. 726 11 7X6 Basin D311 "-h ]roper ious 93 Soil Type A Soil Type B Soil Type C Soil Type D 22r 52r III yr 1111!2r Mali Eied: 3.94 734;, 11.744 11.764 11.784 u.832 1.44 2741, 11.758 11.778 11.798 u.852 u uu a°i, 11.772 11.792 11.312 11.366 u uu a°i, 11.772 11_792 11.8 [2 11_366 11.748 u.768 11.788 u.837 Basin D411 "-h ]roper ious 93 Soil Type A Soil Type B Soil Type C Soil Type D 2 it 5 yr Illy,- 11111 yr Vlodified_ 5 71 W1°o u. 744 11.764 u. 784 11.32 u uu a°i, 11.758 11.773 u. 798 11.352 u uu a°i, 11.772 11.792 11.812 11.366 u.uu 0.4, 11.772 11.792 11.812 11.866 5.73 1uei, u. 744 11.764 u. 784 11.32 Basin D511 Impel-ious 64 Soil Type A Soil Type B Soil Type C Soil Type D 22r 52r III yr 111112,- Vlodified_ 2 12 W1°o 11.362 114112 u. 442 11524 u.uu u.;, u.4u2 11.442 11.454 11.584 u.uu 0.4, 11.442 11.484 11.534 11.646 u.uu 0.4, 11.442 11.484 11.534 11.646 2 12 Iuu i, u. 362 114112 u. 442 11524 Basin Ell! "-h ]roper ious 2 Soil Type A Soil Type B Soil Type C Soil Type D 22r 52r III yr 1111!2r Mali Eied: u.uu u"i, u.uuu 11.11118 11.11711 11.216 h.3h luu"i, 11.1128 11.118;; u. [(lb u.362 u uu a°o 11.1156 11.162 u. 262 115113 u uu a°o 11.1156 11.162 u. 262 115113 11.1128 11.118;; u. [(lb 11.362 Basin E2II "-h ]roper ious HA Soil Type A Soil Type B Soil Type C Soil Type D 2 it 5 yr 111 yr 11111 yr Vlodified_ u uu a°i, 11.626 11.646 11.674 IJ 7 4 ?.49 W1°o 11.646 11.674 u. lug U.762 u uu a°i, 11.674 11.694 u. 722 11]93 u.uu U''.-i., 11.674 11.694 U.722 11.798 3.49 Iuu4;, 11.646 11.674 u. lug U.762 Soil Type A uuu a°i, 11.2112 11.253 u1L2 a ALB Soil Type B Lhu W1°o 11.242 u_?113 11.368 11.5114 Soil Type a uu a°i, 11.292 u?53 a 428 11.584 Soil Type D u.uu 11"5, 11.292 11._58 11.425 11.584 Lhu Iuu i, V1odilied_ 11.242 u_?113 11.368 11.5114 Basin OSI Impervious 2 Soil Type A Soil Type B Soil Type C Soil Type D 22r 52r III yr 111112r V10 died_ 1.11 a°o 1.111 11.11113 11.11711 11.216 4.67 11111 "i, 11.1128 11.118;; u. 166 u.3h2 11.uu 11.1156 11.162 11.262 11.5118 11.uu 11.1156 11.162 11.262 11.5118 467 Iuu fi 11.1128 11.1133 11166 11.362 Basin O52 "-h Impervious 2 Soil Type ,1 Soil Type B Soil Type C Soil Type D 22r 52r III yr 111112r 17odiIird: u.uu u"i, u. uuu 11.11118 11.11711 11.216 h. 27 Iuu"i, U 1128 11.118;; 11.166 u. 362 u uu a°o 11.1156 u_ 162 u. 262 11.5118 u uu a°o 11.1156 u_ 162 u. 262 11.5118 6.27 IuOi, u. 1128 11.1188 11.1(1(1 U 362 P i269u71133-269117-15uu2,SupportDocsc.Cukss,Dr,,r,, e\I2unolIAGD Masi, PI. APPENDIX C - HYDRAULIC COMPUTATIONS APPENDIX C-1 CULVERT CALCULATIONS Worksheet for A20 Pipe Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Diameter Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Average End Depth Over Rise Normal Depth Over Rise Downstream Velocity Manning Formula Normal Depth SuperCritical 0.013 0.03400 ft/ft 3.00 ft 100.80 ft'/s 2.07 ft 5.19 ft2 5.87 ft 0.88 ft 2.78 ft 2.90 ft 68.9 0.02002 ft/ft 19.41 ft/s 5.86 ft 7.92 ft 2.50 132.29 ft3/s 122.98 ft3/s 0.02284 ft/ft 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft 0.00 % 68.88 % Infinity ft/s Bentley Systems, Inc. Haestad Methods SoletkAl ehlewMaster VBi (SELECTseries 1 ) [06.11.01.03] 9)1)2016 5:35:13 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for A30 Pipe Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Diameter Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Average End Depth Over Rise Normal Depth Over Rise Downstream Velocity Manning Formula Normal Depth SuperCritical 0.013 0.03400 ft/ft 3.00 ft 107.87 ft'/s 2.18 ft 5.50 ft2 6.12 ft 0.90 ft 2.68 ft 2.92 ft 72.6 0.02316 ft/ft 19.62 ft/s 5.98 ft 8.16 ft 2.41 132.29 ft3/s 122.98 ft3/s 0.02616 ft/ft 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft 0.00 % 72.61 % Infinity ft/s Bentley Systems, Inc. Haestad Methods SoletkAl ehlewMaster VBi (SELECTseries 1 ) [06.11.01.03] 9)1)2016 5:35:27 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for A40 Pipe Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Diameter Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Average End Depth Over Rise Normal Depth Over Rise Downstream Velocity Manning Formula Normal Depth SuperCritical 0.013 0.03200 ft/ft 4.00 ft 154.21 ft'/s 2.23 ft 7.21 ft2 6.75 ft 1.07 ft 3.97 ft 3.63 ft 55.8 0.01009 ft/ft 21.37 ft/s 7.10 ft 9.33 ft 2.80 276.39 ft3/s 256.94 ft3/s 0.01153 ft/ft 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft 0.00 % 55.84 % Infinity ft/s Bentley Systems, Inc. Haestad Methods SoleticAl4ehlewMaster VBi (SELECTseries 1 ) [06.11.01.03] 9)1)2016 5:36:04 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for C20 Pipe Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Diameter Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Average End Depth Over Rise Normal Depth Over Rise Downstream Velocity Manning Formula Normal Depth SuperCritical 0.013 0.05900 ft/ft 2.00 ft 44.33 ft'/s 1.36 ft 2.28 ft2 3.88 ft 0.59 ft 1.86 ft 1.97 ft 68.1 0.03472 ft/ft 19.46 ft/s 5.89 ft 7.25 ft 3.10 59.11 ft3/s 54.95 ft3/s 0.03840 ft/ft 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft 0.00 % 68.08 % Infinity ft/s Bentley Systems, Inc. Haestad Methods SoleticAl4ehlewMaster VBi (SELECTseries 1 ) [06.11.01.03] 9)1)2016 5:36:52 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for C30 Pipe Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Diameter Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Average End Depth Over Rise Normal Depth Over Rise Downstream Velocity Manning Formula Normal Depth SuperCritical 0.013 0.04700 ft/ft 3.00 ft 94.82 ft'/s 1.77 ft 4.35 ft2 5.26 ft 0.83 ft 2.95 ft 2.87 ft 59.1 0.01758 ft/ft 21.82 ft/s 7.40 ft 9.17 ft 3.17 155.54 ft3/s 144.59 ft3/s 0.02021 ft/ft 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft 0.00 % 59.07 % Infinity ft/s Bentley Systems, Inc. Haestad Methods SoletkAl ehlewMaster VBi (SELECTseries 1 ) [06.11.01.03] 9)1)2016 5:37:00 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for C31 Pipe Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Diameter Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Average End Depth Over Rise Normal Depth Over Rise Downstream Velocity Manning Formula Normal Depth SuperCritical 0.013 0.02000 ft/ft 2.50 ft 55.04 ft'/s 1.94 ft 4.09 ft2 5.40 ft 0.76 ft 2.08 ft 2.35 ft 77.7 0.01557 ft/ft 13.45 ft/s 2.81 ft 4.75 ft 1.69 62.40 ft3/s 58.00 ft3/s 0.01801 ft/ft 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft 0.00 % 77.72 % Infinity ft/s Bentley Systems, Inc. Haestad Methods SoletkAl ehlewMaster VBi (SELECTseries 1 ) [06.11.01.03] 9)1)2016 5:37:10 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for C40 Pipe Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Diameter Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Average End Depth Over Rise Normal Depth Over Rise Downstream Velocity Manning Formula Normal Depth SuperCritical 0.013 0.03300 ft/ft 3.50 ft 168.98 ft'/s 2.66 ft 7.84 ft2 7.40 ft 1.06 ft 2.99 ft 3.43 ft 75.9 0.02525 ft/ft 21.56 ft/s 7.23 ft 9.88 ft 2.35 196.59 ft3/s 182.76 ft3/s 0.02821 ft/ft 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft 0.00 % 75.91 % Infinity ft/s Bentley Systems, Inc. Haestad Methods SoletkAl ehlewMaster VBi (SELECTseries 1 ) [06.11.01.03] 9)1)2016 5:37:20 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for C50 Pipe Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Diameter Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Average End Depth Over Rise Normal Depth Over Rise Downstream Velocity Manning Formula Normal Depth SuperCritical 0.013 0.02600 ft/ft 4.00 ft 189.20 ft'/s 2.75 ft 9.21 ft2 7.82 ft 1.18 ft 3.71 ft 3.81 ft 68.7 0.01505 ft/ft 20.55 ft/s 6.56 ft 9.31 ft 2.30 249.14 ft3/s 231.61 ft3/s 0.01735 ft/ft 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft 0.00 % 68.71 % Infinity ft/s Bentley Systems, Inc. Haestad Methods SoletkAl ehlewMaster VBi (SELECTseries 1 ) [06.11.01.03] 9)1)2016 5:37:29 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for C60 Pipe Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Diameter Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Average End Depth Over Rise Normal Depth Over Rise Downstream Velocity Manning Formula Normal Depth SuperCritical 0.013 0.02100 ft/ft 4.00 ft 216.14 ft'/s 3.44 ft 11.49 ft2 9.49 ft 1.21 ft 2.78 ft 3.89 ft 85.9 0.01997 ft/ft 18.82 ft/s 5.50 ft 8.94 ft 1.63 223.91 ft3/s 208.15 ft3/s 0.02264 ft/ft 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft 0.00 % 85.91 % Infinity ft/s Bentley Systems, Inc. Haestad Methods SoletkAl ehlewMaster VBi (SELECTseries 1 ) [06.11.01.03] 9)1)2016 5:37:36 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for D20 Pipe Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Diameter Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Average End Depth Over Rise Normal Depth Over Rise Downstream Velocity Manning Formula Normal Depth SubCritical 0.013 0.00500 ft/ft 2.50 ft 21.60 ft'/s 1.61 ft 3.34 ft2 4.65 ft 0.72 ft 2.40 ft 1.58 ft 64.3 0.00526 ft/ft 6.48 ft/s 0.65 ft 2.26 ft 0.97 31.20 ft3/s 29.00 ft3/s 0.00277 ft/ft 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft 0.00 % 64.30 % Infinity ft/s Bentley Systems, Inc. Haestad Methods SoleticAl4ehlewMaster VBi (SELECTseries 1 ) [06.11.01.03] 9)1)2016 5:37:44 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for D30 Pipe Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Diameter Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Average End Depth Over Rise Normal Depth Over Rise Downstream Velocity Manning Formula Normal Depth SuperCritical 0.013 0.05800 ft/ft 2.50 ft 49.26 ft'/s 1.25 ft 2.45 ft2 3.92 ft 0.62 ft 2.50 ft 2.29 ft 49.9 0.01255 ft/ft 20.11 ft/s 6.28 ft 7.53 ft 3.58 106.25 ft3/s 98.78 ft3/s 0.01442 ft/ft 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft 0.00 % 49.93 % Infinity ft/s Bentley Systems, Inc. Haestad Methods SoletkAl ehlewMaster VBi (SELECTseries 1 ) [06.11.01.03] 9)1)2016 5:37:52 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for D40 Pipe Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Diameter Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Average End Depth Over Rise Normal Depth Over Rise Downstream Velocity Manning Formula Normal Depth SuperCritical 0.013 0.03600 ft/ft 2.50 ft 77.89 ft'/s 2.05 ft 4.31 ft2 5.67 ft 0.76 ft 1.92 ft 2.46 ft 82.0 0.03264 ft/ft 18.07 ft/s 5.08 ft 7.13 ft 2.13 83.71 ft3/s 77.82 ft3/s 0.03606 ft/ft 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft 0.00 % 82.04 % Infinity ft/s Bentley Systems, Inc. Haestad Methods SoletkAl ehlewMaster VBi (SELECTseries 1 ) [08.11.01.03] 91112016 5:38:00 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for D50 Pipe Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Diameter Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Average End Depth Over Rise Normal Depth Over Rise Downstream Velocity Manning Formula Normal Depth SuperCritical 0.013 0.02000 ft/ft 3.00 ft 86.02 ft'/s 2.25 ft 5.69 ft2 6.28 ft 0.91 ft 2.60 ft 2.82 ft 75.0 0.01438 ft/ft 15.12 ft/s 3.55 ft 5.81 ft 1.80 101.46 ft3/s 94.32 ft3/s 0.01663 ft/ft 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft 0.00 % 75.01 % Infinity ft/s Bentley Systems, Inc. Haestad Methods SoletkAl ehlewMaster VBi (SELECTseries 1 ) [08.11.01.03] 91112016 5:38:07 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for E70 Pipe Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Diameter Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Average End Depth Over Rise Normal Depth Over Rise Downstream Velocity Manning Formula Normal Depth SuperCritical 0.013 0.01500 ft/ft 1.50 ft 8.90 ft'/s 0.92 ft 1.13 ft2 2.69 ft 0.42 ft 1.46 ft 1.15 ft 61.2 0.00814 ft/ft 7.86 ft/s 0.96 ft 1.88 ft 1.57 13.84 ft3/s 12.86 ft3/s 0.00718 ft/ft 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft 0.00 % 61.17 % Infinity ft/s Bentley Systems, Inc. Haestad Methods SoleticAl4ehlewMaster VBi (SELECTseries 1 ) [08.11.01.03] 91112016 5:38:16 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for E20 Pipe Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Diameter Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Average End Depth Over Rise Normal Depth Over Rise Downstream Velocity Manning Formula Normal Depth SuperCritical 0.013 0.02340 ft/ft 2.00 ft 25.46 ft'/s 1.28 ft 2.11 ft2 3.70 ft 0.57 ft 1.92 ft 1.77 ft 63.8 0.01131 ft/ft 12.04 ft/s 2.25 ft 3.53 ft 2.02 37.22 ft3/s 34.60 ft3/s 0.01267 ft/ft 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft 0.00 % 63.76 % Infinity ft/s Bentley Systems, Inc. Haestad Methods SoletkAl ehlewMaster VBi (SELECTseries 1 ) [08.11.01.03] 91112016 5:38:29 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for E30 Pipe Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Diameter Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Average End Depth Over Rise Normal Depth Over Rise Downstream Velocity Manning Formula Normal Depth SuperCritical 0.013 0.02230 ft/ft 3.00 ft 63.26 ft'/s 1.74 ft 4.24 ft2 5.19 ft 0.82 ft 2.96 ft 2.56 ft 57.9 0.00843 ft/ft 14.92 ft/s 3.46 ft 5.20 ft 2.20 107.14 ft3/s 99.60 ft3/s 0.00900 ft/ft 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft 0.00 % 57.87 % Infinity ft/s Bentley Systems, Inc. Haestad Methods SoletkAl ehlewMaster VBi (SELECTseries 1 ) [08.11.01.03] 91112016 5:38:41 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for E40 Pipe Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Diameter Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Average End Depth Over Rise Normal Depth Over Rise Downstream Velocity Manning Formula Normal Depth SuperCritical 0.013 0.02490 ft/ft 3.00 ft 67.22 ft'/s 1.74 ft 4.26 ft2 5.20 ft 0.82 ft 2.96 ft 2.62 ft 58.1 0.00923 ft/ft 15.79 ft/s 3.87 ft 5.62 ft 2.32 113.21 ft3/s 105.24 ft3/s 0.01016 ft/ft 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft 0.00 % 58.08 % Infinity ft/s Bentley Systems, Inc. Haestad Methods SoletkAl ehlewMaster VBi (SELECTseries 1 ) [08.11.01.03] 91112016 5:38:55 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for E50 Pipe Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Diameter Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Average End Depth Over Rise Normal Depth Over Rise Downstream Velocity Manning Formula Normal Depth SuperCritical 0.013 0.02410 ft/ft 3.00 ft 100.92 ft'/s 2.39 ft 6.05 ft2 6.63 ft 0.91 ft 2.41 ft 2.90 ft 79.8 0.02007 ft/ft 16.69 ft/s 4.33 ft 6.72 ft 1.86 111.38 ft3/s 103.54 ft3/s 0.02290 ft/ft 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft 0.00 % 79.78 % Infinity ft/s Bentley Systems, Inc. Haestad Methods SoletkAl ehlewMaster VBi (SELECTseries 1 ) [06.11.01.03] 9)1)2016 5:39:10 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 APPENDIX C-2 DRAINAGE CHANNEL CALCULATIONS Worksheet for A20 Channel Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Left Side Slope Right Side Slope Bottom Width Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Downstream Velocity Upstream Velocity Normal Depth Critical Depth Channel Slope Manning Formula Normal Depth Supercritical 0.035 0.03400 ft/ft 3.00 ft/ft (H:V) 3.00 ft/ft (H:V) 0.00 ft 100.80 ft3/s 2.08 ft 12.99 ft2 13.16 ft 0.99 ft 12.48 ft 2.34 ft 0.01817 ftift 7.76 ftls 0.94 ft 3.02 ft 1.34 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft Infinity ftls Infinity ftls 2.08 ft 2.34 ft 0.03400 ft/ft Bentley Systems, Inc. Haestad Methods SoleticAl4ehlewMaster VBi (SELECTseries 1 ) [06.11.01.03] 9)1)2016 5:26:32 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for A30 Channel Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Left Side Slope Right Side Slope Bottom Width Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Downstream Velocity Upstream Velocity Normal Depth Critical Depth Channel Slope Manning Formula Normal Depth Supercritical 0.035 0.03400 ft/ft 3.00 ft/ft (H:V) 3.00 ft/ft (H:V) 0.00 ft 107.87 ft3/s 2.13 ft 13.67 ft2 13.50 ft 1.01 ft 12.81 ft 2.40 ft 0.01801 ftlft 7.89 ftls 0.97 ft 3.10 ft 1.35 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft Infinity ftls Infinity ftls 2.13 ft 2.40 ft 0.03400 ft/ft Bentley Systems, Inc. Haestad Methods SoletkAl ehlewMaster VBi (SELECTseries 1 ) [06.11.01.03] 9)1)2016 5:26:46 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for A40 Channel Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Left Side Slope Right Side Slope Bottom Width Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Downstream Velocity Upstream Velocity Normal Depth Critical Depth Channel Slope Manning Formula Normal Depth Supercritical 0.035 0.03200 ft/ft 3.00 ft/ft (H:V) 3.00 ft/ft (H:V) 0.00 ft 154.21 ft3/s 2.47 ft 18.28 ft2 15.61 ft 1.17 ft 14.81 ft 2.77 ft 0.01717 ftlft 8.44 ftls 1.11 ft 3.57 ft 1.34 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft Infinity ftls Infinity ftls 2.47 ft 2.77 ft 0.03200 ft/ft Bentley Systems, Inc. Haestad Methods SoletkAl ehlewMaster VBi (SELECTseries 1 ) [06.11.01.03] 9)1)2016 5:27:22 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for C20 Channel Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Left Side Slope Right Side Slope Bottom Width Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Downstream Velocity Upstream Velocity Normal Depth Critical Depth Channel Slope Manning Formula Normal Depth Supercritical 0.035 0.05900 ft/ft 3.00 ft/ft (H:V) 3.00 ft/ft (H:V) 0.00 ft 44.33 ft3/s 1.38 ft 5.70 ft2 8.72 ft 0.65 ft 8.27 ft 1.68 ft 0.02028 ftift 7.77 ftls 0.94 ft 2.32 ft 1.65 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft Infinity ftls Infinity ftls 1.38 ft 1.68 ft 0.05900 ft/ft Bentley Systems, Inc. Haestad Methods SoleticAl4ehlewMaster VBi (SELECTseries 1 ) [06.11.01.03] 9)1)2016 5:27:34 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for C30 Channel Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Left Side Slope Right Side Slope Bottom Width Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Downstream Velocity Upstream Velocity Normal Depth Critical Depth Channel Slope Manning Formula Normal Depth Supercritical 0.035 0.04700 ft/ft 3.00 ft/ft (H:V) 3.00 ft/ft (H:V) 0.00 ft 94.82 ft3/s 1.91 ft 10.99 ft2 12.10 ft 0.91 ft 11.48 ft 2.28 ft 0.01832 ftlft 8.63 ftls 1.16 ft 3.07 ft 1.56 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft Infinity ftls Infinity ftls 1.91 ft 2.28 ft 0.04700 ft/ft Bentley Systems, Inc. Haestad Methods SoletkAl ehlewMaster VBi (SELECTseries 1 ) [06.11.01.03] 9)1)2016 5:27:43 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for C31 Channel Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Left Side Slope Right Side Slope Bottom Width Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Downstream Velocity Upstream Velocity Normal Depth Critical Depth Channel Slope Manning Formula Normal Depth Supercritical 0.035 0.02000 ft/ft 3.00 ft/ft (H:V) 3.00 ft/ft (H:V) 0.00 ft 55.04 ft3/s 1.83 ft 10.07 ft2 11.59 ft 0.87 ft 10.99 ft 1.84 ft 0.01970 ftlft 5.47 ftls 0.46 ft 2.30 ft 1.01 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft Infinity ftls Infinity ftls 1.83 ft 1.84 ft 0.02000 ft/ft Bentley Systems, Inc. Haestad Methods SoletkAl ehlewMaster VBi (SELECTseries 1 ) [06.11.01.03] 9)1)2016 5:27:53 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for C40 Channel Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Left Side Slope Right Side Slope Bottom Width Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Downstream Velocity Upstream Velocity Normal Depth Critical Depth Channel Slope Manning Formula Normal Depth Supercritical 0.035 0.03300 ft/ft 3.00 ft/ft (H:V) 3.00 ft/ft (H:V) 0.00 ft 168.98 ft3/s 2.54 ft 19.35 ft2 16.06 ft 1.20 ft 15.24 ft 2.88 ft 0.01696 ftlft 8.73 ftls 1.18 ft 3.72 ft 1.37 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft Infinity ftls Infinity ftls 2.54 ft 2.88 ft 0.03300 ft/ft Bentley Systems, Inc. Haestad Methods SoletkAl ehlewMaster VBi (SELECTseries 1 ) [08.11.01.03] 91112016 5:28:01 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for C50 Channel Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Left Side Slope Right Side Slope Bottom Width Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Downstream Velocity Upstream Velocity Normal Depth Critical Depth Channel Slope Manning Formula Normal Depth Supercritical 0.035 0.02600 ft/ft 3.00 ft/ft (H:V) 3.00 ft/ft (H:V) 0.00 ft 189.20 ft3/s 2.77 ft 23.03 ft2 17.52 ft 1.31 ft 16.63 ft 3.01 ft 0.01671 ftlft 8.21 ftls 1.05 ft 3.82 ft 1.23 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft Infinity ftls Infinity ftls 2.77 ft 3.01 ft 0.02600 ft/ft Bentley Systems, Inc. Haestad Methods SoletkAl ehlewMaster VBi (SELECTseries 1 ) [08.11.01.03] 91112016 5:28:10 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for C60 Channel Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Left Side Slope Right Side Slope Bottom Width Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Downstream Velocity Upstream Velocity Normal Depth Critical Depth Channel Slope Manning Formula Normal Depth Supercritical 0.035 0.02100 ft/ft 3.00 ft/ft (H:V) 3.00 ft/ft (H:V) 0.00 ft 216.14 ft3/s 3.03 ft 27.57 ft2 19.17 ft 1.44 ft 18.19 ft 3.18 ft 0.01642 ftlft 7.84 ftls 0.95 ft 3.99 ft 1.12 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft Infinity ftls Infinity ftls 3.03 ft 3.18 ft 0.02100 ft/ft Bentley Systems, Inc. Haestad Methods SoletkAl ehlewMaster VBi (SELECTseries 1 ) [08.11.01.03] 91112016 5:28:19 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for D20 Channel Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Left Side Slope Right Side Slope Bottom Width Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Downstream Velocity Upstream Velocity Normal Depth Critical Depth Channel Slope Manning Formula Normal Depth Subcritical 0.035 0.00500 ft/ft 3.00 ft/ft (H:V) 3.00 ft/ft (H:V) 0.00 ft 21.60 ft3/s 1.67 ft 8.39 ft2 10.58 ft 0.79 ft 10.04 ft 1.26 ft 0.02232 ftlft 2.57 ftls 0.10 ft 1.78 ft 0.50 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft Infinity ftls Infinity ftls 1.67 ft 1.26 ft 0.00500 ft/ft Bentley Systems, Inc. Haestad Methods SoletkAl ehlewMaster VBi (SELECTseries 1 ) [06.11.01.03] 9)1)2016 5:29:55 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for D30 Channel Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Left Side Slope Right Side Slope Bottom Width Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Downstream Velocity Upstream Velocity Normal Depth Critical Depth Channel Slope Manning Formula Normal Depth Supercritical 0.035 0.05800 ft/ft 3.00 ft/ft (H:V) 3.00 ft/ft (H:V) 0.00 ft 49.26 ft3/s 1.44 ft 6.21 ft2 9.10 ft 0.68 ft 8.64 ft 1.76 ft 0.01999 ftift 7.93 ftls 0.98 ft 2.42 ft 1.65 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft Infinity ftls Infinity ftls 1.44 ft 1.76 ft 0.05800 ft/ft Bentley Systems, Inc. Haestad Methods SoleticAl4ehlewMaster VBi (SELECTseries 1 ) [06.11.01.03] 9)1)2016 5:30:06 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for D40 Channel Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Left Side Slope Right Side Slope Bottom Width Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Downstream Velocity Upstream Velocity Normal Depth Critical Depth Channel Slope Manning Formula Normal Depth Supercritical 0.035 0.03600 ft/ft 3.00 ft/ft (H:V) 3.00 ft/ft (H:V) 0.00 ft 77.89 ft3/s 1.87 ft 10.48 ft2 11.82 ft 0.89 ft 11.21 ft 2.11 ft 0.01881 ftlft 7.43 ftls 0.86 ft 2.73 ft 1.36 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft Infinity ftls Infinity ftls 1.87 ft 2.11 ft 0.03600 ft/ft Bentley Systems, Inc. Haestad Methods SoletkAl ehlewMaster VBi (SELECTseries 1 ) [06.11.01.03] 9)1)2016 5:30:14 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for D50 Channel Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Left Side Slope Right Side Slope Bottom Width Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Downstream Velocity Upstream Velocity Normal Depth Critical Depth Channel Slope Manning Formula Normal Depth Supercritical 0.035 0.02000 ft/ft 3.00 ft/ft (H:V) 3.00 ft/ft (H:V) 0.00 ft 86.02 ft3/s 2.17 ft 14.07 ft2 13.70 ft 1.03 ft 12.99 ft 2.20 ft 0.01856 ftlft 6.11 ftls 0.58 ft 2.75 ft 1.04 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft Infinity ftls Infinity ftls 2.17 ft 2.20 ft 0.02000 ft/ft Bentley Systems, Inc. Haestad Methods SoletkAl ehlewMaster VBi (SELECTseries 1 ) [06.11.01.03] 9)1)2016 5:30:23 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for E70 Channel Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Left Side Slope Right Side Slope Bottom Width Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Downstream Velocity Upstream Velocity Normal Depth Critical Depth Channel Slope Manning Formula Normal Depth Subcritical 0.035 0.01500 ft/ft 3.00 ft/ft (H:V) 3.00 ft/ft (H:V) 0.00 ft 8.90 ft3/s 0.98 ft 2.86 ft2 6.17 ft 0.46 ft 5.86 ft 0.89 ft 0.02512 ftlft 3.11 ftls 0.15 ft 1.13 ft 0.79 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft Infinity ftls Infinity ftls 0.98 ft 0.89 ft 0.01500 ft/ft Bentley Systems, Inc. Haestad Methods SoletkAl ehlewMaster VBi (SELECTseries 1 ) [06.11.01.03] 9)1)2016 5:31:51 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for E20 Channel Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Left Side Slope Right Side Slope Bottom Width Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Downstream Velocity Upstream Velocity Normal Depth Critical Depth Channel Slope Manning Formula Normal Depth Supercritical 0.035 0.02340 ft/ft 3.00 ft/ft (H:V) 3.00 ft/ft (H:V) 0.00 ft 25.46 ft3/s 1.33 ft 5.32 ft2 8.43 ft 0.63 ft 7.99 ft 1.35 ft 0.02183 ftlft 4.78 ftls 0.36 ft 1.69 ft 1.03 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft Infinity ftls Infinity ftls 1.33 ft 1.35 ft 0.02340 ft/ft Bentley Systems, Inc. Haestad Methods SoletkAl ehlewMaster VBi (SELECTseries 1 ) [06.11.01.03] 9)1)2016 5:32:03 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for E30 Channel Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Left Side Slope Right Side Slope Bottom Width Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Downstream Velocity Upstream Velocity Normal Depth Critical Depth Channel Slope Manning Formula Normal Depth Supercritical 0.035 0.02230 ft/ft 3.00 ft/ft (H:V) 3.00 ft/ft (H:V) 0.00 ft 63.26 ft3/s 1.89 ft 10.73 ft2 11.96 ft 0.90 ft 11.35 ft 1.94 ft 0.01934 ftlft 5.90 ftls 0.54 ft 2.43 ft 1.07 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft Infinity ftls Infinity ftls 1.89 ft 1.94 ft 0.02230 ft/ft Bentley Systems, Inc. Haestad Methods SoletkAl ehlewMaster VBi (SELECTseries 1 ) [06.11.01.03] 9)1)2016 5:33:22 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for E40 Channel Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Left Side Slope Right Side Slope Bottom Width Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Downstream Velocity Upstream Velocity Normal Depth Critical Depth Channel Slope Manning Formula Normal Depth Supercritical 0.035 0.02490 ft/ft 3.00 ft/ft (H:V) 3.00 ft/ft (H:V) 0.00 ft 67.22 ft3/s 1.90 ft 10.77 ft2 11.99 ft 0.90 ft 11.37 ft 1.99 ft 0.01918 ftlft 6.24 ftls 0.60 ft 2.50 ft 1.13 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft Infinity ftls Infinity ftls 1.90 ft 1.99 ft 0.02490 ft/ft Bentley Systems, Inc. Haestad Methods SoletkAl ehlewMaster VBi (SELECTseries 1 ) [06.11.01.03] 9)1)2016 5:33:42 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for E50 Channel Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Left Side Slope Right Side Slope Bottom Width Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Downstream Velocity Upstream Velocity Normal Depth Critical Depth Channel Slope Manning Formula Normal Depth Supercritical 0.035 0.02410 ft/ft 3.00 ft/ft (H:V) 3.00 ft/ft (H:V) 0.00 ft 100.92 ft3/s 2.22 ft 14.79 ft2 14.04 ft 1.05 ft 13.32 ft 2.34 ft 0.01817 ftlft 6.82 ftls 0.72 ft 2.94 ft 1.14 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft Infinity ftls Infinity ftls 2.22 ft 2.34 ft 0.02410 ft/ft Bentley Systems, Inc. Haestad Methods SoletkAl ehlewMaster VBi (SELECTseries 1 ) [06.11.01.03] 9)1)2016 5:33:53 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 APPENDIX C-3 CONVEYANCE SUMMARY Aurora Organic Dairy Master Plan Conveyance Summary Storm Sewer Calculations NODE ID Contributing Basins 10-yr (cfs) 100-yr (cfs) Pipe Dia. (in) A10 A10 6.81 14.62 18 (Ex.)* A20 A l0, All, A20, A21 47.84 100.80 36 A30 MO, All, A20, A21, A30 51.13 107.87 36 A40 A I O, Al,I A20, A21, A30, A40 70.99 154.21 48 BIO BIO 3.29 7.07 18 (Ex.)* C20 CIO, C20, C21 10.16 44.33 24 C30 B IO, C10, C20, C21, C30 44.20 94.82 36 C31 BIO, C31 26.18 55.04 30 C40 BIO, CI0, C20, C21, C30, C3I, C40, C45 79.78 168.98 42 C50 BIO, C10, C20, C21, C30, C3I, C40, C45, C50 89.50 189.20 48 C60 B I O, C 10, C20, C21, C30, C31, C40, C45, C50, C60 101.25 216.14 48 D20 D20 10.05 21.60 30 D30 D20, D30 23.15 49.26 30 D40 D20, D30, D40 36.74 77.89 30 D50 D20, D30, D40, D50 40.20 86.02 36 EIO E10 2.05 8.90 18 E20 E10, E20 9.74 25.46 24 E30 E10, E20, E30 27.44 63.26 36 E40 E 10, E20, E30, E40 29.18 67.22 36 E50 E10, E20, E30, E40, E50 42.29 100.92 42 * Existing Pipe Ditch Calculations Ditch ID Contributing Basins 10-yr 100-yr (cfs) (cfs) Type Side Slopes Channel Slope Depth of Flow (ft) Req'd Depth + Freeboard (ft) Planned Min. Depth (ft) Velocity (Ws) Hydr. Radius (ft) Shear (psf) A20 A l0, All, A20, A21 47.84 100.80 Triangular 3:1 3.4% 2.08 3.08 3.5 7.76 0.67 I.42 A30 A l0, Al I, A20, A21, A30 51.13 107.87 Triangular 3:1 3.4% 2.13 3,13 3.5 7.89 1.01 2,14 A40 A10, Al I, A20, A21, A30, A40 70.99 154.21 Triangular 3:1 3.2% 2.47 3.47 3.5 8,44 1.17 2.34 C20 CIO, C20, C21 20.26 44.33 Triangular 3:1 J9% 1.38 2.38 2.5 7.77 0.65 2.39 C30 B10, CIO, C20, C21, C30 44.20 94.82 Triangular 3:1 4.7% 1.91 2.91 3 8,63 0.91 2.67 C31 B 10, C31 26.18 55.04 Triangular 3:1 20% 1.83 2.83 3 5.47 0.87 I.09 C40 BIO, CIO, C20, C21, C30, C3 I, C40, C45 79.78 168.98 Triangular 3:1 3.3% 2.54 3.54 4 8,73 1.1 2.47 C50 B10, CIO, C20, C21, C30, C31, C40, C45, C50 89.50 189.20 Triangular 3:1 2.6% 2.77 3.77 4 8,21 1.31 2,13 C60 B10, CIO, C20, C21, C30, C3 I, C40, C45, C50, C(10 101.25 216.14 Triangular 3:1 1.1% 3.03 4.03 4.5 7.84 1.44 I.89 D20 D20 10.05 21.60 Triangular 3:1 0.5% 1.67 2.67 3 2.57 0.79 0.25 D30 D20, D30 23.15 49.26 Triangular 3:1 J8% 1.44 2.44 3 7.93 0.68 2.46 D40 D20, D30, D40 36.74 77.89 Triangular 3:1 3.6% 1.87 2.87 3 7.43 0.89 2.00 D50 D20, D30, D40, D50 40.20 86.02 Triangular 3:1 20% 2.17 3.17 3.5 6, 1 1 1.03 I.29 El0 E 10 2.05 8.90 Triangular 3:1 15% 0.98 I.98 2 3, 11 0.46 0,43 E20 E10, E20 9.74 25.46 Triangular 3:1 2.3% 1.33 2.33 2.5 4.78 0.63 0.90 E30 El 0, E20, E30 27.44 63.26 Triangular 3:1 2.2% 1.89 2.89 3 5.90 0.90 1,24 E40 E I0, E20, E30, E40 29.18 67.22 Triangular 3:1 2.5% 1.9 2.9 3 624 0.9 I.40 E50 E10, E20, E30, E40, [50 42.29 100.92 Triangular 3:1 2.4% 2.22 3.22 3.5 6,82 1.05 1,57 P:`,26907\133-26907-15002`SupportDocs`,Calcs'\\Drainage`,Runoff AOD Master Plan APPENDIX D - DRAINAGE PLANS APPENDIX E - SEKICH #3 DITCH AGREEMENT AGREEMENT TO ALLOW DISCHARGE OF SURFACE DRAINAGE WATER INTO SEKICH #3 DITCH THIS AGREEMENT is entered into this l(riL. day of Fcliary, 2008, by and between The Donna L. Sekich Trust (Donna L. Sekich, Trustee), Fred M. Sekich Trust A (Donna L. Sekich, Trustee), Donna L. Sekich, Nick Sekich, Jr., and Karen S. Sekich hereinafter collectively called (`Sekich"), whose address is do Nick Sekich, 6790 WCR 32, Platteville, CO 80651, and Aurora. Dairy Corporation ("ADC"), whose address is 1401 Walnut Street, Suite 500, Boulder, CO 80302. WITNESSETH! WHEREAS, Sekich owns, has an easement for or otherwise has the right of use of a ditch flowing in a generally Northwest to Southeast direction in the North One Half (N1/2) of Section Thirty (30), Township Three (3) North, Range Sixty-seven (67) West of the 6t ri P.M., Weld County, Colorado, which ditch is known as the Sekich #3 Ditch ("Ditch"); and WHEREAS, said Ditch is located upon property of ADC and/or its subsidiary which property is described as Lot A of RE -4654 being part of the North East One Quarter (NE1/4) of Section Thirty (30), Township Three (3) North, Range Sixty-seven (67) West of the 6th P.M., Weld County, Colorado, ("ADC Property"); and WHEREAS, ADC is in the process of seeking approval of a Second Amended Use by Special Review -1405 for a milk processing plant and facility located upon ADC's Property; and WHEREAS, ADC desires to discharge storm water runoff from the ADC Property into said Ditch; NOW, THEREFORE, in consideration of the execution of this Agreement and in consideration of the- covenants contained herein and other valuable consideration, the consideration, t+ parties mutually agree as follows: 1. The above recitals are incorporated herein by reference. 2. Sekich grants to ADC the non-exclusive right to discharge surface storm water runoff accumulations from a 1.6 acre drainage area into the Ditch. The 1.6 acre drainage area and point of discharge are located on the ADC Property South of State Highway 66 and North of the Ditch. 3. The discharge structure ("Improvements") as described hereinafter shall be maintained in a permanent open position to allow the discharge of drainage water into the Ditch. 4. The Improvements shall be constructed by ADC at its own expense and on the ADC Property. 5. At least twenty (20) days before construction of any Improvements, or any repair of the Improvements, ADC will submit to Sekich legible plans and specifications of any contemplated work prior to the commencement of construction or any repair. ADC shall reimburse Sekich for reasonable time spent by representatives of Sekich and their supervision or review of the work. Furthermore, should Sekich retain an engineer to assist it in reviewing plans or supervising the work, ADC shall reimburse Sekich for all such reasonable expense not to exceed One Thousand Dollars ($1,000.00). Sekich shall not unreasonably withhold its approval for any construction, maintenance and repair. It is also agreed such review and approval of any plans and specifications does not constitute an engineering approval or review and does not affect, release or limit ADC from any obligation, responsibility or liability recited or contemplated in or by this Agreement. Sekich shall be allowed to inspect the construction, maintenance or repair of any Improvements. In the event that the drainage water causes erosion or other problems in the Ditch, ADC, at its expense, shall promptly take such steps to cure such erosion or other problems as are reasonably required by Sekich. 6. The Improvements shall be constructed, maintained and repaired by ADC at its expense. However in the event that any sum is expended by Sekich for emergency repair or maintenance to the Improvements, ADC shall reimburse Sekich for such reasonable expense. In the event Sekich finds it necessary to make emergency repairs to the Improvements, Sekich shall be without liability for damage except as to such damages which may be caused by negligence of Sekich. Determination whether repair or maintenance is necessary and whether an emergency exists shall be at the sole discretion of Sekich. 7. Construction, installation, maintenance and repair of the Improvements shall be without disturbance to the normal operation of the Ditch unless permission in writing is first received by Sekich for such disturbance. ADC expressly agrees that it shall be liable to Sekich for any damages caused by ADC's unauthorized disturbance or damage to the Ditch. Original construction work shall be completed not later than March 1, 2009 unless Sekich otherwise agrees in writing and any work, except for emergency situations, whether for original construction, or maintenance and repair, must be accomplished during the non - irrigation season unless otherwise approved by Sekich. 8. Any water originating from the ADC property to drain from the 1.6 acres into the Ditch shall be at all times suitable for agricultural use, be non -hazardous to humans, and be otherwise suitable for its historic uses and such water shall meet the then current local, state, and federal water quality standards for point sources discharges. 9. ADC, its successors and assigns, shall forever hold harmless Sekich from liability for damage to Sekich or third parties resulting from ADC's failure to meet the water quality standards stated above. In the event that the water quality standards recited in this paragraph are violated, Sekich may, at its election, and upon thirty (30) days advance notice to ADC, terminate this Agreement, and, at ADC expense, remove the Improvements so that no water can be discharged into the Ditch and/or Sekich may seek other remedies as may be appropriate. 10. This Agreement is perpetual unless and until it is terminated or revoked pursuant to terms and provisions recited in this Agreement. Failure by ADC or Sekich to enforce any or all provisions of this Agreement at any time does not, and shall not, operate as a waiver or estoppel. 11. Sekich shall have full power to access, operate, maintain, enlarge, lease or otherwise clean and manage the Ditch and appurtenances as if this Agreement had not been made. In the event, however, that any such action on the part of Sekich could reasonably be expected to affect the Improvements, Sekich agrees to give prior notice to ADC and to cooperate with ADC to avoid damage to those Improvements. 12. As consideration for this Agreement, ADC shall pay to Sekich the sum of Five Hundred Dollars ($500.00) upon execution of this Agreement. 13. This Agreement and all of its terms and conditions shall be binding upon and extend to the heirs, successors and assigns of each of the parties hereto. This Agreement shall be appurtenant to and run with the title to the land hereinabove described and referred to as Lot A of RE -4654 and to the Sekich Property described as: A parcel of land located in the Northwest one -quarter of Section 29, T3N, R67W of the 6" P.M., Weld County, Colorado, being more particularly described as follows: Beginning at a point on the west line of the Northwest one -quarter of said Section 29, whence the Northwest corner bears North 00°09'33" East 40.00 feet; thence along the South right-of-way line of State Highway Number 66 (recorded in Book 1490 at Page 283) South 89°16'24" East 330.60 feet; thence South 80°27'2" West 968.23 feet; thence North 88°57'19" West 325.70 feet to a point on the west line of the Northwest one -quarter of said Section 29; thence along said line North 00°09'33" East 96.46 feet to the point of beginning containing 7.287 acres more or less. 14. Any notice required or permitted hereunder shall be deemed effective when deposited in the U.S. Mail, first class postage prepaid, to the parties at the following addresses: To Sekich: c/o Nick Sekich 6790 WCR 32 Platteville, CO 80651 To ADC: Aurora Dairy Corporation 1401 Walnut Street, Suite 500 Boulder, CO 80302 IN WITNESS WHEREOF, Sekich and ADC have executed this Agreement on the day and year first above written. The Donna L. Sekich Trust By: Donna L. Sekich, Trustee by Randall C. Sekich, Attorney -in -Fact AlC) Donna L. Sekich, an individual by Randall C. Sekich, Attorney -in -Fact Fred M. Sekich Trust Aurora Dairy Corporation ,P0 AJEA Name:' Title: V BYE 4�-51Adif Donna L. Sekich, Trustee Y 12 -AL -4 Randall C. Sekich, Attorney -in -Fact Nick Sekich, Jr./. ye. Go1rsO, STATE OF COLORADO ) ) ss. COUNTY OF WELD ) The foregoing instrument was acknowledged before me this 29a-0-1day of February, 2008 by Randall C. Sekich, as Attorney -in- Fact for Donna L. Sekich as Trustee for the Donna L. Sekich Trust, Donna Sekich as Trustee for the Fred M. Sekich Trust, Donna L. Sekich; Nick Sekich, Jr.; and Karen S. Sekich. WITNESS MY HAND AND OFFICIAL SEAL. My c ��: � �; �� :. pires: 7 *-Q 5 -Or w , N•• ,4 I-. •••:) Co Q�q STATE OF COLT `DO ) ) ss. COUNTY OF WELD ) au...0, in P_JA Notary Public The foregoing instrument was acknowledged before me this day of February, 2008 by as for Aurora Dairy Corporation. WITNESS MY HAND AND OFFICIAL SEAL. My commission expires: Notary Public Facility Emergency Action Plan Aurora Organic Dairy (XXX) XXX-XXXX (Ops. Manager cell phone until site has office line) 1. Name: Aurora Organic Dairy 2. Location: 6788 State Highway 66, Platteville, CO 80651 Note that address assignment may change with construction of new corporate office. 3. Emergency Telephone Numbers: Day Facility Primary: TBD Fire District 911 Mountain View Fire Protection District Night TBD 911 Ambulance Service Area 911 911 Weld County Paramedic Services Weld County Regional Communications Center 911 911 Other 4. Agency Notification Non Emergency: Phone# Fire Department/District: Mountain View Fire Protection District (303) 772-0710 Ambulance Service Area: Weld County Paramedic Services (970) 353-5700 Law Enforcement Agency: Weld County Sheriff Weld County Communication Center Weld County Office of Emergency Management (970) 353-5700 (970) 350-9600 (970) 304-6540 5. Surrounding Occupancies & Land Use Adjacent and in all directions: Unincorporated Weld, agricultural, rural residential 6. Personal Protective Equipment Available: Self -Contained breathing apparatus: Spare compressed breathing air bottles: Lined turnout coats and pants: Face Shield or similar protection: Emergency Shut Downs Location Fire Department Fire Department Fire Department Fire Department TBD, most likely in office Required safety glasses, steel -toed boots, hard hats, clothing, rain coats, etc. are with each employee as necessary for their position 7. Location of Emergency Equipment & Supplies: Personal emergency equipment and supplies will be located in the office. 8. Location & Types of Water Supplies: A hydrant is located on site. 9. Transportation routes: Primary entrance will be from State Highway 66. 10. Action Items and Response: The top three worst case scenarios that may occur at the Facility will be determined through further development of this draft plan. All employees are trained to contact 911. 11. Coordination with First Responder Agencies: Contact has been initiated with the Fire Protection District and it is the intent to work with them throughout the permitting, construction and operation phases of this development. 12. Safety and Training Review: Employees will be trained on CPR and First Aid. Annual training and continuous training sessions will be offered to employees. The training will vary with different regulations some regulated by OSHA. Each year, employees are provided with necessary information concerning the proper handling of a chemical spill or accident. This information shall be in the form of a review sheet detailing proper procedures, which shall be signed and dated by each employee when items are understood. Also, proper use of cleanup and containment tools and procedures will be demonstrated as necessary. Any new or updated information or procedures will be taught to employees immediately when applicable. Facility Manager Date Fire Dept. Official Date Weld County OEM Date Johnson, Anne From: Sent: To: Subject: Johnson, Anne Tuesday, February 16, 2016 9:51 AM Anne Best Johnson (Anne.Johnson@tetratech.com) FW: AOD - Service Acknowledgement From: LuAnn Penfold [mailto:lpenfold1101@gmail.com] Sent: Tuesday, February 16, 2016 9:20 AM To: Butson, Jeff <Jeff.Butson@tetratech.com> Subject: Re: AOD - Service Acknowledgement Good Morning, Aurora Organic Dairy is currently within the territorial boundaries of the Mountain View Fire Protection District and receives service from the District. Should the company expand its facilities, Mountain View Fire Protection District will continue to serve them. LuAnn Penfold Fire Marshal Mountain View Fire Protection District On Tue, Feb 16, 2016 at 9:15 AM, Butson, Jeff <Jet`f.Butson*etratech.com> wrote: Ms. Penfold, Thank you for taking the time to speak to me today regarding the Aurora Organic Dairy Master Plan project. I am requesting an acknowledgement message from the Mountain View Fire District that the Aurora Organic Dairy project is located within the District and will be continued to be served by the District unless annexed into a town or city. Thanks, Jeffrey A. Butson , P.E., CFM I Project Engineer Direct+1 (720) 864-4566 I Business +1 (303) 772-5282 Mobile +1 (720) 891-2965 I Jeff.Butson@tetratech.com Tetra Tech I Complex World, Clear Solutions' 1900 S. Sunset St., Suite 1-E. Longmont, CO 80501 I tetratech.com Please consider the environment before printing. Read More. This message. including any attachments, may include privileged. confidential and/or inside information. Any distribution or use of this communication by anyone other than the intended recipient is strictly prohibited and may be unlawful. If you are not the intended recipient. please notify the sender by replying to this message and then delete it from your system. 1 2 Johnson, Anne From: Sent: To: Subject: Johnson, Anne Friday, August 26, 2016 2:48 PM Anne Best Johnson (Anne.Johnson@tetratech.com) FW: AOD - Service Letter From: LuAnn Penfold [mailto:Ipenfold1101@gmail.com] Sent: Friday, August 26, 2016 8:47 AM To: Butson, Jeff <Jeff.Butson@tetratech.com> Subject: Re: AOD - Service Letter Good Morning Jeff, Aurora Dairy is currently within the territorial boundaries of the Mountain View Fire Protection District and receives service from the Fire District. The property adjacent to the west is also within MVFPD's boundaries and receives service from the Fire District. LuAnn Penfold Mountain View Fire District On Wed, Aug 24, 2016 at 11:59 AM, Butson, Jeff <Jeff.Butson@tetratech.com> wrote: Ms. Penfold I am writing to update you on the planned expansion of the Aurora Organic Dairy located at 6788 State Highway 66. A change in plans has taken place that we thought you should be aware of. AOD is planning to purchase the property immediately west of the dairy property for future expansion. Future expansion is expected on both the existing dairy property and the adjacent property (under contract). In addition to the proposed property purchase, AOD has elected not to construct the corporate office near the existing entrance as originally planned. We are preparing a USR to cover both the existing AOD property and the adjacent property. A required exhibit for the USR is a service commitment from the fire district. For our previous USR submittal, MVFPD submitted an email stating that we were in the service area and would continue to be served. I have attached the email for your reference. With the planned changes, we would like to get a similar email from the MVFPD with a more recent date to reflect this change. We will resubmit this letter to Weld County as a part of our USR submittal on 9/2. 1 A map showing the extents of the two properties is attached. This shows the conceptual building sizes for the overall master plan, which will be phased over many years. Thanks, Jeffrey A. Butson , P.E., CFM Project Engineer Direct +1 (720) 864-4566 Business +1 (303) 772-5282 Mobile +1 (720) 891-2965 l Jeff.Butson@tetratech.com Tetra Tech l Complex World, Clear SolutionsrM 1900 S. Sunset St., Suite 1-E, Longmont. CO 80501 tetratech.co€r€ Please consider the environment before printing. Read More. This message, including any attachments. may include privileged. confidential and/or inside information. Any distribution or use of this communication by anyone other than the intended recipient is strictly prohibited and may be unlawful. If you are not the intended recipient. please notify the sender by replying to this message and then delete it from your system. TETRA TECH 2 Aurora Organic Dairy, Platteville Facility Cooperative Planning Area Correspondence Correspondence between the Town of Mead, Town of Firestone and Platteville is attached. Johnson, Anne Subject: FW: 8677 Hwy 66 From: Troy Renken [mailto:TRenken@PlattevilleGov.org] Sent: Monday, December 07, 2015 1:21 PM To: Johnson, Anne <Anne.Johnson@tetratech.com>; mkconsultinginc@aol.com Cc: Martin Landers <mlanders@plan-tools.com> Subject: RE: 8677 Hwy 66 Correct - anything west of the St. Vrain River along Hwy 66 to 1-25 would probably be in either Mead or Firestone's UGB. Tr?7 r ReMi err TorTrr ilarrager Torrrl ofPlatterille 400 Grand Avenue., Platteville, CO 806YJ Office (970) 7f3 -22J /"I Ely (970) 78,i-2476 trenken 'plattet•illegot:or From: Johnson, Anne [mailto:Anne.Johnson@tetratech.com] Sent: Monday, December 07, 2015 12:27 PM To: mkconsultinginc@aol.com; Troy Renken Cc: Martin Landers Subject: RE: 8677 Hwy 66 Based on this information then it looks like we're in Mead's boundary. Is this what you understand too? Thank you, Anne Anne Best Johnson, AICP Senior Planner Direct +1 720-864-4555 I Cell +1 720-204-0173 I Business +1 303-772-5282 Fax +1 303-772-7039 Anne.Johnson (a�tetratech.com Tetra Tech Complex World, Clear Solutionsr", 1900 S. Sunset St., Suite 1E, Longmont, 00805011 tetratech.com Please consider the environment before printing. Read More. This message, including any attachments, may include privileged, confidential and/or inside information. Any distribution or use of this communication by anyone other than the intended recipient is strictly prohibited and may be unlawful. If you are not the intended recipient. please notify the sender by replying to this message and then delete it from your system. From: mkconsultinginc@aol.com[mailto:mkconsultinginc@aol.com] Sent: Tuesday, December 01, 2015 2:39 PM To: Johnson, Anne <Anne.Johnson@tetratech.com>; Troy Renken <TRenken@PlattevilleGov.org> Cc: Martin Landers <mlanders@plan-tools.com> Subject: Re: 8677 Hwy 66 1 Anne, Thanks for the clarification. That explains a lot. I am attaching the PV 3 Mile Area Plan and Map 1 from the Comp Plan that shows the planning area boundaries. Let me know if you need anything else. Melissa Sent from Windows Mail From: anne.johnson@tetratech.com Sent: Tuesday, December 1, 2015 8:35 AM To: Troy Renken, Melissa Kendrick Hello. The addresses are 7388 SH66 and 6788 SH66—Aurora Organic Dairy. Thanks, Anne Anne Best Johnson, AICP Senior Planner Direct +1 720-864-4555 I Cell +1 720-204-0173 I Business +1 303-772-5282 Fax +1 303-772-7039 Anne.Johnson (a�tetratech.com Tetra Tech Complex World, Clear SolutionsT", 1900 S. Sunset St., Suite 1E, Longmont, 00805011 tetratech.com Please consider the environment before printing. Read More. This message, including any attachments, may include privileged, confidential and/or inside information. Any distribution or use of this communication by anyone other than the intended recipient is strictly prohibited and may be unlawful. If you are not the intended recipient, please notify the sender by replying to this message and then delete it from your system. 2 257 LA E ANS d °l 60 , p -, u I /OH TOWN �r% _ �� -. rte■■.. ■■■au. ��1 III 85 l'iLLIItN 60 ' GILL ST • 85 /r • to ■ to ■ i PLATT ' LLE ■ a ■ . . • . 1 • 1 I IP ■ ■ __ - - - - 66 • . . , ■ . . s . . FI STON • . o � + 7 85 0 I REpERICK — TIUPT Legend ... . Platteville Urban Growth Area Firestone Urban Growth Area 11 Platteville -Milliken Joint Planning Area Platteville -Mead Coordinated Planning Area LE Platteville-Gilcrest-Milliken Coordinated Area M Platteville-Gilcrest IGA Planning Area Platteville Lupton Coordinated Planning Area -Ft. Map 1 . ''./ Amended May2015 Planning Boundaries :-' Legend "--N 0 NORTH 3000 SCALE 1"=3000' Town of Platteville Town of Milliken Proposed Land Use 100Year Floodplain River/Lake Union Pacific Railroad ... Proposed Urban Growth Area Three Mile Area Boundary 6000 MaY 9000 Agriculture/Holding Environmentally Constrained Residential & Recreation Low Density Residential Medium Density Residential Village Center Mixed Use High Density Residential Community Commercial Small Office Regional Commercial Business Park/ Planned Industrial Three Mile Area Plan INTRODUCTION The Town of Platteville Three -Mile Area Plan is prepared to comply with Section 31-12-105(1)(e)(I) of the Colorado Revised Statutes, as follows: ...Prior to the completion of any annexation within the three-mile area, the municipality shall have in place a plan for that area, which generally describes the proposed location, character, and extent of streets, subways, bridges, waterways, waterfronts, parkways, playgrounds, squares, parks, aviation fields, other public ways, grounds, open spaces, public utilities, and terminals for water, light, sanitation, transportation, and power to be provided by the municipality and the proposed land uses for the area. Such plan shall be updated at least once annually..:' LOCATION, EXTENT AND CHARACTER OF THREE-MILE AREA The proposed location, extent and character of relevant plan components include but are not limited to: Streets Proposed street improvements within the Three -Mile Area are identified in three recently completed studies that address transportation needs: the Platteville Comprehensive Plan, the US Highway 85 Access Control Plan and the Weld County 2035 Transportation Plan. Specific improvements include an intersection redesign at SH 60 and US 85, and several proposed major and minor collector streets. Utilities Platteville receives its potable water from Central Weld County Water District. Based on an analysis by KBN Engineers, the Town "appears to have sufficient water"to meet demand. The wastewater collection system in Platteville is at or near capacity in several locations. Proposed wastewater system improvements are identified in the Platteville Waster Water Utility Master Plan. Open Spaces, Parks and Playgrounds Open space includes land areas that due to their environmental constraints are very unlikely to develop, including lands that are within the defined floodplain where there is evidence of significant riparian habitat. Park and recreational facilities such as playgrounds are proposed in close proximity to established residential neighborhoods, schools and cultural facilities and/or pedestrian ways and trails. PROPOSED LAND USE The proposed land use for the Three -Mile Plan Area is classified into the following ten categories: Agriculture/Holding (A/H) The Agricultural/Holding land use classification is intended to discourage leapfrog development and ensure that land develops in a systematic and cost conscious manner. When urban levels of service can serve the land designated as A/H, recommended uses and densities for this land will be re-examined. Prior to annexation, the concept is to allow one dwelling unit per existing parcel. Environmentally Constrained Residential/Recreation (EC -RR) The EC -RR category represents land that is currently within the designated floodplain but does not include lands with significant riparian habitat. Intensive development is unlikely due to the extent of the floodplain, but with careful planning, there may be portions of this designated flood plain that can be developed at a very low density and can provide a valuable open space while protecting the floodplain. Low Density Residential (LDR) The LDR category is established to provide areas in the community where lower density single-family detached residential development is desired. This land use designation is designed to promote, stable, well -established neighborhoods with a mix of densities, located off community collector streets and in close proximity to the regional and local trail system. Medium Density Residential Units (MDR) The MDR category is established to provide areas in the community where slightly higher density residential development is desired. This residential category, with a range of seven to ten units per acre includes single family detached and attached units such as townhomes, patio homes, carriage houses, and two -and four -unit attached dwelling units. High Density Residential (HDR) The HDR category designates those areas of the community where the highest residential density is appropriate. Residential densities that exceed ten (10) dwelling units per acre are appropriate in this land use classification.This type of housing includes retirement complexes, housing for young persons just starting out and condominium complexes. Village Center Mixed Use (VC -MU) The purpose of this land use designation is to provide a mixture of nonresidential and residential development that provides convenience goods, services, and employment opportunities for area residents.The character of the Village Center Mixed Use Center is similar to newly designed downtown areas. Desired attributes include a pedestrian orientation and mixed Use development. Community Commercial (CC) This land use classification is intended to accommodate larger convenience retail establishments such as a grocery store, pharmacy, franchise restaurants, and professional services. These areas should accommodate small to mid -size shopping centers that provide a mixture of goods, services, and employment opportunities for residents of the area. Regional Commercial (RC) Sales tax generating retail centers should be located within the Town limits and in close proximity to US 85 and Highway 60.This type of retail development generates a high number of vehicle trips and can serve the residents of the area as well as the traveling public. Land uses in this category require at minimum a 40 acre parcel of land. Business Parks and Planned Industrial Development (BP/PI) This land use district is intended to promote the development of local employment centers in a campus -like setting. Uses appropriate for this land use classification include: mixed -use support centers for the oil and gas industry, light manufacturing, fabrication, and assembly, research, and development facilities; warehousing centers, offices and supporting uses and professional services. Small Office/Warehouse Centers (SO) Areas for small office/warehousing uses include an area just west of US 85, and an area north of Town with easy access to Highway 60 and WCR 38. Encouraged land uses would include oil and gas support services, repair and equipment shops, small warehouse facilities; auto service and repair; home building support services, and fabrication and repair of equipment. ANNEXATION PRINCIPLES AND POLICIES Principle Ensure the logical extension of the Town boundaries so that Platteville will expand in a directed and fiscally sound manner and that the extension of Town boundaries allows for separation between area communities. Policies • Promote new development and redevelopment on already annexed and underdeveloped land within the existing Town limits. • Undertake complete, or at least phase the annexation of enclaves and other areas that are largely surrounded by the Town in order to avoid the problems associated with different law enforcement agencies responding to calls, different zoning requirements, and provision of water and sewer service. • Strategic annexations are encouraged, if such annexations provide greater land use control to the Town of Platteville and protect the Town's growth options. • Evaluate annexations based upon their impact on the local tax base and value to the residents of the community. • Plan for and guide the timing and suitability of development outside the Town boundaries through annexation guidelines and intergovernmental agreements with Weld County and all communities within the area so that development will be compatible with Platteville`s standards and policies. • Base approval of annexation proposals on a cost -benefit analysis. An increased tax base shall not be the sole determinant, but shall be a major objective in ensuring services and facilities desired by Platteville citizens that are financially supported and achieve stated land use policies. • Require that concept plans accompany all annexation petitions greater than five acres in size or any project that involves more than one use. • All annexations shall continue to be accompanied by an annexation agreement ensuring that the annexation pays its own way and does not burden current taxpayers. rch,,,orn,,;-24•u Three Mile Area Plan +J TIIi1 f, ri-n i i i i fill r II NI i 7013 2630 01100 31413 5916 Town of Firestone Community Development Bruce Nickerson and Rebecca Toberman 8308 Colorado Boulevard, Suite 200 i it ENDER! }:0+r LETEmsSECT/ON ■ Carnplub - I •. 1, 2, and 3. Also complete Item 4 if Rtricted Delivery is desired. • Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the maniocs, or on the front If space permits. 1. Addressed to: n of Firestone, rnmunitti Development e r., ce Ali krson A Rt,be c ca'rbberrnan nog Colorado Blvd. Suit'e.2oo Firestone 4C,o• go50'k t. Article Number Monster from service labs, A Signalise x L. -COAL— -0 rq Q' 4n m ra m ri 4 Q 4 Q m ..p U.S. Postal Servicerr.r CERTIFIED MAIL, RECEIPT (Domestic Mall Only; No insurance Coverage Provided) Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total' Postage & Fees Postmark Here awn of F. e tpn �iraet iipL No.; or PO Bar No. Cif), Slate, ZIPF4 PS Farm 380D, August Ms . C. Date of Delivery I•s•l D. ie delivery address afferent • Item 1? ❑ Yes if YES, enter delivery address below: O No 3. Service type ❑ Certified Mail D Express Mau O Registered O Return Receipt for Merchandise O Insured Mall O C.O.D. 4. Restricted Delivery? (elle Fee) ❑ Yes 7013 2630 0000 3'I13 5916 'S Form 3811, February 2004 Gary Shields, Mayor Richard Samson, Attorney Jennifer Vecchi, Planner P.O. Box 626 SENDER: COMPLETE THIS SECTION • Complete Items 1, 2, and 3. Also complete Item 4 If Reshicted Delivery is desired. • Print your name and address on the reverse so that we can return the card to you. ▪ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: own of Mac alts Sh;eldt,Maylar Richard Samsort,A'Ifornt.Y Jenrti f er Ve zkii, P(anntr P.O. 6 n' %2f° Mead,C0 g0542 Domestic Return Receipt C A f D. Is 1025 -M -154o C. ci ra co co rR m la a (a ci ci 'm address different from item 17 ti If YES, enter delivery address below: m rR a N 3. Service type O Certified Mall ❑ Express Mail O Registered O Return Receipt for Merchandise O insured Mail D C.O.D. 4. Restricted Delivery? (Extra Fee) See Reverse for instructions U.S. Postal Servicerr.r CERTIFIED MAIL., RECEIPT (Domestic Mall Only; No Insurance Coverage Provided) Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total Postage & Fees rro Town of M<Itd street. Apt No.; or PO Box No. Clay stare, 27P+4 Postmark Here PS Form 3800, August 2008 ❑ tires See Reverie for Instructions 2. Article Number (truster from service tabep 7013 2630 0000 3#11 8810 PS Form 3811, February 2004 Domestic Return Recelot urxorcrrau-rrun January 6, 2016 Town of Firestone Community Development Bruce Nickerson and Rebecca Toberman 8308 Colorado Boulevard, Suite 200 Firestone, CO 80504 RE: Aurora Organic Dairy Dear Mr. Nickerson and Ms Toberman, Aurora Organic Dairy appreciates the time you provided on November 23, 2015 to discuss the benefits and the expedited process of annexing and developing within the Town of Firestone. The two of you provided quite a bit of information to contemplate in our decision -making process. It appears the process of annexation and the expedited development review is a benefit to anyone contemplating a development within the Town of Firestone. After much consideration, Aurora Organic Dairy has determined that proceeding through Weld County will be the most advantageous avenue. Aurora Organic Dairy will be requesting a pre -application meeting with Weld County in the next few weeks. As you were business -friendly and very helpful to us, we wanted you to have the benefit of hearing of our intention from us before receiving notice from the County. We look forward to being good neighbors with the Town of Firestone. Sincerely, Gary R. Sebek, President Aurora Organic Farms January 6, 2016 Town of Mead Gary Shields, Mayor Richard Samson, Attorney Jennifer Vecchi, Planner P.O. Box 626 Mead, CO 80542 RE: Aurora Organic Dairy Dear Mayor Shields, Mr. Samson and Ms Vecchi, Aurora Organic Dairy appreciates the time you provided on November 23, 2015 and in our previous meetings, to discuss the benefits of annexation and development within the Town of Mead. The desire of the Town of Mead to have Aurora Organic Dairy within the Town is evident and we do appreciate the expedited process you have suggested. After much consideration, Aurora Organic Dairy has determined that proceeding through Weld County will be the most advantageous avenue. Aurora Organic Dairy will be requesting a pre -application meeting with Weld County in the next few weeks. As we have been engaged in discussions for many months regarding the potential annexation to the Town of Mead, we wanted you to have the benefit of hearing of our intention from us before receiving notice from the County. We look forward to being good neighbors with the Town of Mead. Sincerely, Gary R. bek, President Aurora Organic Farms From: Rebecca Toberman To: Johnson, Anne Subject: Re: Aurora Organic Dairy Date: Friday, July 22, 2016 3:31:50 PM Attachments: image003.pnq Hi Anne, I'm happy to meet / conference call with you to discuss their plans. Please note that they did meet with us before they started their application with the County. As I realize that everyone's time is extremely valuable, we would like to be respectful of that. Should they be interested in annexing into the Town, we would definitely want to meet with all of you but if this request is to comply with our Agreement with Weld County, they have already met that obligation. We did understand that they felt that their development plans could be adequately accommodated through the County process rather than annexing into Firestone. Should you run into any complications as you navigate processing through the County, please don't hesitate to reach out to us as we made initial contact with some of the adjacent properties and were working on a solution for contiguity should they desire to annex and process through the Town of Firestone. Thank you, Rebecca Toberman I Planning Coordinator Town of Firestone I Community Development 8308 Colorado Boulevard Suite 200, Firestone, CO 80504 Direct 303.531.6260 I Cell 303.885.4828 From: "Johnson, Anne" <Anne.Johnson@tetratech.com> Date: Thursday, July 21, 2016 at 2:03 PM To: Rebecca Toberman <rtoberman@firestoneco.gov> Cc: "T.J. Dlubac" <TDlubac@FirestoneCO.gov>, Gary Sebek <Gsebek@aodmilk.com> Subject: Aurora Organic Dairy Dear Rebecca, Aurora Organic Dairy has a pending application in with Weld County. This USR is a Master Plan to expand the dairy to include two additional plants. Aurora Organic Dairy is looking to also expand onto the parcel to the west. We have held a pre -application meeting with Weld County. The existing USR that is pending will be withdrawn and a new USR in Weld County will be submitted. Aurora Organic Dairy is within the Town's CPA boundary with the communities of Firestone and Mead and we would like to have a telephone call with you to discuss these plan. The following times are open: . Monday, July 25 after 2 pm . Thursday, July 28 at 8 am . Monday August 1, any time • Wednesday, August 3, any time Let me know which date and time works best for you. Sincerely, Anne Anne Best Johnson, MBA, AICPI Senior Planner Direct +1 720-864-4555 Cell +1 720-204-0173 I Business +1 303-772-5282 I Fax +1 303-772-7039 Anne.Johnson@tetratech.com Tetra Tech I Complex World, Clear Solutions' 1900 S. Sunset St.. Suite 1E. Longmont. CO 80501 I tetratech.com Please consider the environment before printing. Read More. This message. including any attachments. may include privileged. confidential and/or inside information. Any distribution or use of this communication by anyone other than the intended recipient is strictly prohibited and may be unlawful. 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