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Home My WebLink About20233355.tiff DocuSign Envelope ID:081 D5566-9D82-40E3-A4CD-672B9140EC19 USE BY SPECIAL REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE: DATE RECEIVED: AMOUNT$ CASE#ASSIGNED: APPLICATION RECEIVED BY PLANNER ASSIGNED: PROPERTY INFORMATION Is the property currently in violation?7 No /I—Yes Violation Case Number: Parcel Number: 1 0 5 1 _ 2 2 _ 0 _ 0 0 _ 0 0 3 ------------ ------ --- ------ --------- Site Address: Legal Description: 7437 ALL 22 4 63 EXC ALL MIN Section: 22 , Township 4 N, Range 63 W Zoning District: A Acreage: 17 Within subdivision or townsite?7 No IF Yes Name: Water (well permit# or water district tap #): N/A Sewer (On-site wastewater treatment system permit# or sewer account#): N/A Floodplain 7 No / I—Yes Geological Hazard 7 No / I—Yes Airport Overlay 7 No / I—Yes PROJECT USR Use being applied for:Laydown Yard Name of proposed business: Bronco CDP Laydown Yard PROPERTY OWNER(S) (Attach additional sheets if necessary.) Name: CERVI ENTERPRISES INC Company: Phone#: 970-356-6000 Email: Street Address: PO BOX 1930 City/State/Zip Code: GREELEY/CO/80632 APPLICANT/AUTHORIZED AGENT (Authorization Form must be included if there is an Authorized Agent) Name: Matt Wells and Danielle Piernot Company: Kerr McGee Oil &Gas Onshore LP(KMOG) Phone#: 720-929-3403 Email: Matt_wells@oxy.com Street Address: 1099 18th Street Suite 700 City/State/Zip Code: Denver, CO 80202 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 best of my(our)knowledge.All fee owners of the property must sign this application. If an Authorized Agent signs, an Authorization Form signed by all fee owners must be included with the application. If the fee owner is a corporation, evidence must be included indicating the signatory has the legal authority to sign for the corporation. ooseea ny: Poutil,L,Piwit.ef 5/30/2023 �M'affl�.v wells 5/30/2023 Signature Date Signature Date Danielle Piernot Matt Wells Print Print 05/23 1 DEPARTMENTS OF PLANNING ieSa`s � . BUILDING , DEVELOPMENT T REVIEW 10157----7 . i AND ENVIRONMENTAL HEALTH � 1402 NORTH TIH 1 AVENUE - _'~ : °'; ir , PO BOX 758 Y �' ` it- GREELEY , CO 80632 AUTHORIZATION FORM I , Mike Cent Caryl Enterprises, INC give permission to r latt ' e1! , Dave Haut l and Du —Ilene --lien 1 'T (Owner — please print) (Authorized Agent/Applicant—plea s c print ) to apply for any Planning, Building, Access, Grading or ovas permits on our behalf, for the property located at (address or parcel number) blow; See Attached legal descriptions Legal Description: of Section , Township N. Range Subdivision Name ; Lot Block Property Owners Information : P .D,8OX 1930 , Greeley, Colorado 60632 Address : �I nn . 97O 356 000 ` E-mail: Authorized Agent/Applicant Contact Information : Address: 10991 met, Suite 700 , Denver, Colorado 80202 Phone : 720-929-3403 Matthir eIIs@oxy com, Dave_Haerdekr i o .corn DaieICe_Piernot@oxlicorm, Ei a.il : Correspondence to be sent to: Owner a., Authorized Agent/Applicant by Mail Emailyt_ Additional Info: I (We) hereby certify, under penalty of perjury and after carefully reading the entire contents of this document, that the information stated above Is true and tomato the best of my (our) knowledge . of icah----assr M _ Date , VI V Dale Owner Signature Owner Signature liV1 ubscrib d and s r to before me this day of -77146.41 , 20 9-3 by Lc -iLett , i etet/ i r 64: , _tiii/C At 4 c,e4CIAL• . 4 -Lit My commission expires Sla)ill 41; & r , „ , = , i) „,,..„, . 7 „TT? did _ „roc Notary Public JACQUELINE DAWN AENCHbACHE!R WARY PUBLIC STATE OF COLORCe NOTARY ID 19924012894 MY COMMON EXPO 8 SEPTEMBER 29, e KERR-MCGEE OIL& GAS ONSHORE LP POWER OF ATTORNEY Effective Date: October 11, 2021 The undersigned, Kerr-McGee Oil & Gas Onshore LP, a Delaware limited partnership ("Company"), hereby constitutes and appoints each of Robbie Abraham, Jeff Alvarez, Lauren E. Anderson, Michael Avery, Peter J. Bennett, Nicholas J. Bouterie, Gary W. Carlisle, Babatunde Cole, Douglas Conquest, Matthew C. Cotter, Anthony M. D'Addieco, Austin H. Danford, Bradley S. Dusek, Reid G. Elliott, Saamir Elshihabi, Cody S. Travers, Mark W. Grommesh,Taylor Hall,James G.Hardin,Gerald T.Herrington,Jean Hinton,William C. Irons, India Isbell, Richard A. Jackson, Thomas A. Janiszewski, Don C. Jobe III, Colleen M. Kennedy, Rhett D. LaFleur, James Laning, Tiffany L. McGuire, Kimberly Mendoza-Cooke, Cory Miller, Kelley A. Montgomery, Terry L. Morrison, Brian K. Owens, Danielle Piernot, Andrew R. Poole, Larry O. Sammons, Jason Sevin, John V. Schneider, Ryan Sims, Tyler Sooby, Susan P. Swank, Melanie White, Scott Winter, Samantha Wiselogel, David J. Woest, acting individually, as a true and lawful Attorney-in-Fact of the Company (collectively, the "Attorneys-in-Fact"),for it and in its name,place and stead,to take the actions described below, on behalf and for the exclusive benefit of the Company: (1) Execute, acknowledge and deliver any agreements pooling royalty on any or all minerals of this Company under oil, gas and/or other mineral leases with royalty on any or all minerals under oil, gas and/or other mineral leases of third parties; (2) Execute,acknowledge and deliver any agreements pooling oil,gas and/or other mineral leases and the rights thereunder of this Company with oil, gas and/or other mineral leases or minerals and rights thereunder of third parties; (3) Execute, acknowledge and deliver any agreements providing for the joint or unit development of oil, gas and/or other mineral leases or minerals of this Company with oil, gas and/or other mineral leases or minerals of third parties; (4) Execute, acknowledge and deliver any agreements pooling unleased interests in minerals of this Company with unleased mineral rights and/or rights in oil, gas and/or other mineral leases of third parties; (5) Execute, acknowledge and deliver any agreements pledging contributions to third parties in connection with the drilling of wells; (6) Execute, acknowledge and deliver any agreements subordinating oil, gas and/or other mineral leases or minerals and the rights thereunder of this Company to the rights of third parties; (7) Execute, acknowledge and deliver any agreements for the purchase, or exchange, of minerals or oil, gas and/or other mineral leases or interests in minerals or oil, gas and/or other mineral leases and assignments, leases or deeds pursuant thereto; (8) Execute, acknowledge and deliver any agreements for the sale, lease or assignment of minerals and/or oil, gas and/or other mineral leases and the necessary instruments pursuant thereto; (9) Execute, acknowledge and deliver any agreements for the renting, leasing, licensing, permitting, purchase and/or sale of real property and/or personal property and the necessary instruments pursuant thereto; (10) Execute, acknowledge and deliver any division orders and transfer orders covering sale of oil, gas and/or other minerals; (11) Execute, acknowledge and deliver any agreements for geological and geophysical exploration work and any other agreements for test well drilling, and any and all other agreements of a functional nature pertaining to the acquisition, exploration, testing, development, and operation of oil, gas and/or other mineral properties; (12) Execute, acknowledge and deliver any easements, rights-of-way, servitudes, licenses and permits on lands owned by this Company; (13) Execute, acknowledge and deliver any oil, gas and/or other mineral leases on fee lands and on mineral rights in lands of this Company wherever situated; (14) Execute, acknowledge and deliver any oil, gas and/or other mineral leases on lands of members of any Tribe of Indians and/or lands of Natives, on mineral interests of any Indian Tribe and/or Native corporation, company, or organization, on public lands and other lands of the United States of America wherever situated,on public lands and other lands of any State and of any subdivision of any State wherever situated, in which this Company is lessee; (15) Execute, acknowledge and deliver any oil, gas and/or other mineral leases on any land or mineral interest regardless of ownership wherever situated, in which this Company is lessee; (16) Execute, acknowledge and deliver any agreements for the sale of mineral producing properties, oil, gas and/or other mineral leases, and other mineral interests owned by this Company; (17) Execute, acknowledge and deliver any assignments,transfers, conveyances, deeds,oil, gas and/or other mineral leases, bills of sale and other instruments in connection with sales of leases, wells and related facilities and/or installations, together with personal property in, on and/or serving the properties sold; 2 (18) Execute, acknowledge and deliver any bids, applications and filings for oil, gas and/or other mineral leases on lands of the United States of America and any State owned lands, including such lands embraced within the area called "the Outer Continental Shelf', on lands of any Indian Tribe, on lands of any Native corporation, company or organization; (19) Execute, acknowledge and deliver any leases of the surface of lands wherever situated of this Company for agricultural grazing and other purposes; (20) Execute, acknowledge and deliver any subleases of rights under surface leases and under oil, gas and/or other mineral leases of this Company; (21) Execute, acknowledge and deliver any releases and surrenders of leases, oil, gas and/or other mineral leases and easements in real estate wherever situated; (22) Execute, acknowledge and deliver any agreements for consulting services and/or other personal services; (23) Execute, acknowledge and deliver any saltwater disposal agreements and right-of-way agreements and agreements for construction of facilities necessary for the functional operation thereof; (24) Execute, acknowledge and deliver any development contracts, unit agreements and other agreements relating thereto with the federal, state and local governments and the various departments, agencies and branches thereof; (25) Execute, acknowledge and deliver any assignments and/or partial assignments of oil, gas and/or other mineral leases covering federal, state or other lands; (26) Execute, acknowledge and deliver any assignments of operating rights and designations of operator under oil,gas and/or other mineral leases covering federal,state or other lands; (27) Execute, acknowledge and deliver any indemnity agreements; settlement agreements; bonds and security agreements; farmout and farmin agreements;dry and/or bottom hole contribution agreements; drilling contracts; alliance agreements; pipeline/plant/facility construction, installation, operation and/or service agreements; participation agreements; exploration agreements; broker agreements; surface, mineral and royalty deeds; instruments pertaining to overriding royalty interests; wellbore assignments; term assignments; labor and employment contracts; affidavits; unitization agreements; joint operating agreements; area of mutual interest agreements; (28) Execute,acknowledge and deliver any and all other agreements and instruments related or pertaining to the oil, gas and mineral exploration and production business of this Company; and 3 (29) Execute, acknowledge and deliver any amendments, modifications, supplements, releases, renewals, extensions, cancellations, assignments and transfers of and pertaining to any of the instruments herein set forth. Said Attorneys-in-Fact are hereby granted full and complete power and authority to execute, acknowledge and deliver such other documents and instruments and to do such things and perform such acts as may be necessary or convenient in connection with the foregoing. The Company hereby declares that each and every act, matter and thing which shall be given, made and done by the said Attorneys-in-Fact in connection with the exercise of any or all of the aforesaid powers shall be as good, valid and effectual for all intents and purposes as if the same has been given, made and done by the Company, in its corporate presence, and the Company hereby approves, ratifies and confirms whatsoever said Attorneys-in-Fact, or any of them, shall lawfully do or cause to be done within the authority conferred by the foregoing powers as the authorized acts and deeds of the Company. This Power of Attorney, shall be effective as of the Effective Date provided above and shall remain in full force and effect until duly revoked, in whole or in part, by the Company. [signature page follows] 4 IN WITNESS WHEREOF,the Company has executed this Power of Attorney as of the date first written above. KERR-MCGEE OIL& GAS ONSHORE LP By: "1` 14M4t � Name: Gina Karathanos Title: Assistant Secretary 5 DESCRIPTION OF LANDS Township 2 North Range 63 West 6 Section 3: E 1'2 p 1/4; T1lase limclw in Inc NE I/4S1:t.'4 Ivity. north of Railroad rf ow ns[Lip 3.Itiorth Range 62 West b1' F.M. Secllon 5: '121 ' 112 Section 7: All Section 17; W1/2SW 1/4 Section 19: N \V 1/4 Section 30: NW 1/4: SW1/4SW I r4 Township 3 North Range 63 West fa' P.M. Section I: All Sccliory 3: All Section 4: All Section 9: All Salim 10: All Section li 1: AM Section' [2: NiOvr I/4; N1/2S1/2 Section [3: Al] Section 14: N1‘k'lf4 Section 15: All l Section 21 : A[] Section 22: .2SE I.'4: F.'SW I f4 Scullin 23: Al] Section 24: NIf2NWIf4NI 14: NI:'2SI.'2. W1.'4NF.t:4: NE1/4S1-,1/4; less Enid except SI.'2N WII/4NEI/4SEI.'4; Section 25: W t.'2 r 1.2 Section 2C}: N11.2_. SE I r4 Section 27: All Section 33: 'F t.'4NT I '4 Section 34: N112N1:2, 1:] '4 1.1/4; El'2S1.:1'4 Section 35: !ti]'2N1.:2 Township 4 North Range 62 West 6`' I}. 1 Seclion 31 : '4''l/2W1/2 SE114SW1'4; S112 1•.114 Salim 32: S W 1/'4SW[/ T1rtvnship 4 North Range fib West (i' P.M. Section 10: Those lands in the E1/2 south of lilaway 34, less and except tlyc 1)SA Parcel SaliOn I l : Those Land in the W I/2S W 1'• south cat E 34 Section 13: S1125112 S 1.'2 Section 14: WI/2W t.'2: S 1:]'4SW]•'4; S l•': 1-:l '4 Section 15. 1,1;2:L: i:l/2W1:2: SW 1/4SW 1?'4 Section 21 : All Section 22: All Section 23: Al] Scclion 24: All Scclitrl 25: All Section 2{r: Al] Section 27: Al] SccLion 28: All Section 33: All Section 34: All Section 35: All Use by Special Review Application Proposed Bronco Laydown Yard Part of the Northeast Quarter of the Southeast Quarter of Section 22 , Township 4 North, Range 63 West of the 6th Principal Meridian Weld County, Colorado ti. V - _ T. it i iti 41*. 4 ,•, , O4N 94N 04N . '0** '.Q4N '0'4W_ 63W 003 03w . ow 63W G3W V 0 '9i 10 1 ' 1.2. . s U1 N'' 04N 04N 04N 04N '04N .94 . 6 3W 63W63_ i .63W IOW 6.3W ' 18 17 16 75 14 la 04N 03 04N MN I ;04 4 N. 04 - ' ' 63W 63W. e3Vit 63W 163W ` 19 a' 21. ill . 4-5L-- Bran uu a""ii clown y a rd 1 N 04 N 04N 04N 04N , uliii.,4 63. 63W r 3 63� ' 6 3Oi 29 . 8 27 _ 261 I elil . 1 03W 63 63 63W .6 63 11 .32 33: 34 S. 0i 4. jri - I 0)N 1111 Ori.3N . O3N .03N 63W 01N 03N 3 63W. OO . -- g 63W 63 6 4 ' 63W 8 (I APPLICANT : Kerr-McGee Oil & Gas Onshore, LP 1099 18th St Denver, Colorado 80202 kg KerrNtGee June 2023 TABLE OF CONTENTS SECTION 1 2 1. Description of Proposed Use: 2 2. Consistency with the Intent of the Weld County Code,Chapter 22 of the Comprehensive Plan 3 3. Consistency with the intent of the Weld County Code,Chapter 23(Zoning) 3 4. Surrounding Uses and Compatibility with Surrounding Uses 3 5. Details of the Site 3 a. Number of people who will use this site 3 b. Number of employees proposed to be employed at this site 3 c. Hours of operation 3 d. Type and number of structures to be built on this site 3 e. Type and number of animals 3 f. Kind of vehicles that will access this site and how often 4 g. Fire Protection 4 h. Water source on the property 4 i. Sewage disposal system 4 j. Storage or warehousing 4 6. Proposed Landscaping 4 7. Reclamation Procedures 4 8. Storm Water Drainage 4 9. Construction Period 4 10. Storage&Stockpiling of Wastes/Waste Handling Plan 4 11. List All On-site and Off-Site Improvements and Timeline 5 SECTION 2 6 1. Notification Requirements 6 2. Operation Standards 6 a. Noise Control 6 b. Air and Water Quality 6 c. Lighting 7 d. Weed Control 7 3. Required Permits 7 a. Weld County 7 b. Platte Valley Fire Protection District 7 c. Transport Permits 7 d. Grading Permit 7 e. Access Permit 7 f. Right-of-Way(ROW) Use Permit 7 g. Construction Stormwater Permit 7 h. Non-Exclusive License Agreement/Road Maintenance Agreement 7 4. Traffic 8 5. Dust Abatement Plan 8 6. Fire and Emergency Response 8 APPENDIX 9 I. USR Drawings 10 II. Access Permit Applications 11 III. Noise Abatement Plan 12 IV. Certificate of Conveyances 12 V. Affidavit Of Interested Land Owners (Surface) 13 VI. Emergency Information Sheet 14 VII. Drainage Narrative 15 VIII. Signage at Entrance Gate (General Depiction) 16 IX. Communication Tower&Specification Sheets (General Depiction) 17 X. Lighting Specification Sheets (General Depiction) 18 XI. Air Pollutant Emission Notice (APEN) 19 Bronco Laydown Yard T4N-R63W Sec 22 Weld County, Colorado 1 XII. Safety Data Sheets (SDS) 20 SECTION 1 1. DESCRIPTION OF PROPOSED USE: This USR application is referred to as the Bronco Laydown Yard application and is submitted by Kerr- McGee Oil& Gas (KMOG), a subsidiary of Oxy USA (Oxy). KMOG operate nearly 5,000 oil and gas wells in the Denver-Julesburg (DJ) Basin with the vast majority being in Weld County, Colorado. The proposed laydown yard will support the construction and operations of the Bronco Oil and Gas Comprehensive Development Plan (CDP). The proposed site is located on parcel 105122000003 and is owned by Cervi Enterprises Inc. The site is located approximately one and half miles south of the intersection of Weld County Road 69 and State Highway 34. It is currently zoned Agriculture and surrounded by parcels that are also zoned Agriculture. This proposed site is very remote, and the nearest residences are over two miles away. The laydown yard will be approximately 17 acres in size, and will be fenced in. The yard will store items related to oil and gas support and service. This includes, but not limited to the following items: parts for drilling rigs, drilling iron pipe and fittings,poly pipe and fittings,two parts trailers and rig mats,light plant trailers, and general oil and gas equipment/supplies. There will be no chemicals stored on this site. I` _ --- PROPOSED U%Y BRONCO LAP LAYDOIA SAND LIMIF OF L1[STL'RNA%LE S21 52 523 T4N R63W T4N r3W I� T4N R63W PROPOSED ALLESS POINTS SUI IECF I'AICEL S28 S27 526 T4N R63W T4N ,R63W T4N R63W VICINITY MAP 1" . 1000' Exhibit A—Vicinity Map Bronco Laydown Yard T4N-R63W Sec 22 Weld County, Colorado 2 2. CONSISTENCY WITH THE INTENT OF THE WELD COUNTY CODE,CHAPTER 22 OF THE COMPREHENSIVE PLAN The proposed use is consistent with Chapter 22 and any other applicable code provisions or ordinance in effect. Section 22-2-10(D) emphasizes the "Extraction of natural resources as an important part of the economy of Weld County. Such extraction operations should minimize the impacts on agricultural lands and agricultural operations. "This laydown yard will contribute to the expansion of the County's economic base by providing increased capacity for future oil production. The proposed addition of a laydown yard in this location conserves land by eliminating the need for these facilities elsewhere in Weld County. 3. CONSISTENCY WITH THE INTENT OF THE WELD COUNTY CODE,CHAPTER 23(ZONING)AND THE ZONE DISTRICT IN WHICH IT IS LOCATED. Oil and gas facilities are allowed as a use by right in the A (Agricultural)Zone District. However, oil and gas support and service operations such as a Laydown Yard require the approval of a Use by Special Review Permit. The proposed use is consistent with the intent of the A (Agricultural) Zone District. Section 23-3-40.A.2 of the Weld County Code provides for Oil and Gas Support and Service facilities. 4. SURROUNDING USES AND COMPATIBILITY WITH SURROUNDING USES. There are currently no USR permits on the proposed site. The proposed facility does not interfere with the existing use of the area, and remains compatible with the current zoning. 5. DETAILS OF THE SITE a. Number of people who will use this site There are no permanent employees on this site. The site is visited by a KMOG employee on a daily basis. The employee is typically not on site for longer than one to two hours at a time. Given the short amount of time an employee is on site,permanent water and sewer service is not necessary. Bottled water and a port-a-let will be utilized by personnel visiting the laydown yard. b. Number of employees proposed to be employed at this site There will be no full-time employees at Laydown Yard. One or more employees may visit the site on a daily basis. c. Hours of operation The Laydown Yard will be accessed primarily during daylight hours:however, it should be available 24 hours a day 7 days a week on demand. d. Type and number of structures to be built on this site Please see the Site Plan in the Appendix for a more detailed layout of all proposed buildings and laydown yard. e. Type and number of animals There are no animals on site. Bronco Laydown Yard T4N-R63W Sec 22 Weld County, Colorado 3 f Kind of vehicles that will access this site and how often A KMOG employee will visit the site once each day in a pick-up truck. Larger vehicles with trailers may come to the site for delivery,repair, and maintenance purposes only, on a periodic basis. g. Fire Protection The Platte Valley Fire Protection District provides fire protection to this area. A referral packet will be sent to the District by the County. h. Water source on the property There are no full time employees on site. A KMOG employee will visit the site on a daily basis. Due to the lack of employees permanently on site, a water connection is not necessary. Bottled water will be available during construction and during operation. i. Sewage disposal system There is no need for a sewer disposal system. Employees will have access to use a port-o-let. This facility will be serviced by Waste Management for waste removal. A small dumpster will also be on site for the disposal of household waste. Should a water source later be required,there appears to be ample space on the lot to provide for an ISDS for sewage disposal. j. Storage or warehousing No additional storage or warehousing is proposed for this facility. 6. PROPOSED LANDSCAPING The storage yard will be fenced with a chain link fence or cattle fence. Due to the remote location of this site, no additional screening or landscaping is proposed for this application. 7. RECLAMATION PROCEDURES Upon termination of the proposed project, all equipment would be removed. The ground would be re- graded to accommodate agricultural uses or be re-vegetated to 80%of pre-disturbance vegetative cover in accordance with the COGCC 1000 Series Rules. The pre-disturbance vegetation cover shall be determined by the undisturbed surrounding area. KMOG would also be willing to evaluate coordinating reclamation efforts with Weld County Extension, Public Works, and the Soil Conservation District. 8. STORM WATER DRAINAGE Drainage plan exemption was requested and approved. Copy of approved exemption forthcoming. 9. CONSTRUCTION PERIOD Construction of the proposed facility is expected to commence shortly after the site plan and Use by Special Review application are approved. We expect construction to be complete by the end of 2023. 10. STORAGE&STOCKPILING OF WASTES/WASTE HANDLING PLAN No Chemical will be stored at the laydown yard,nor will any vehicles be washed. The waste generated at the laydown yard from the portable toilets are emptied weekly, and the dumpsters either weekly or biweekly. Waste Handling Contact Information: Bronco Laydown Yard T4N-R63W Sec 22 Weld County, Colorado 4 Waste Handling Services: Portable Toilet Services: Waste Management Redi Services 2400 West Union 7601 Miller Drive #G Ave Frederick, CO 80504 Englewood, CO 80010 (720) 378-7873 (303)482-6406 Or Reliable Services 1616 2nd Avenue Greeley, CO 80631 (970) 381-1242 Or In the unlikely event of a motor vehicle oil leak(potentially during construction), KMOG will take appropriate measures to mitigate the effects of the spill/release. If a spill/release meets or exceeds any regulatory reporting criteria, KMOG will report the spill to the appropriate regulatory agency(s). KMOG's standard operating procedures are to excavate the impacted soils and transport them to a licensed disposal facility. As appropriate, confirmation soil samples will be collected from the excavation for laboratory analysis. Laboratory analytical results will be utilized to demonstrate effective remediation to below the appropriate regulatory standards. The laboratory reports will be included in any written report to a regulatory agency. Following completion of the excavating activities,the area will be backfilled and returned to its pre-release grade. No vehicles be washed on site. 11. LIST ALL ON-SITE AND OFF-SITE IMPROVEMENTS AND TIMELINE A list of all the equipment is shown on the USR Site Plan drawing package. Other improvements are as follows: Laydown Yard: To be completed in December 2023. Bronco Laydown Yard T4N-R63W Sec 22 Weld County, Colorado 5 SECTION 2 1. NOTIFICATION REQUIREMENTS In accordance with Section 23-2-260 (B) (9) of the Weld County Code a certified list of the names and addresses of the owners of property within 500 feet of the subject property (Parcel#121134000008) is listed below and provided in the Appendix. The County is responsible for mailing the notice. This list was created from Assessor records of Weld County on June 5, 2023. A signed version is available in the appendix of this application. Account Parcel Owner Mailing Address 84249386 105114000002 CERVI ENTERPRISES INC PO BOX 1930 GREELEY.CO 805321930 84249486 105115000004 CERVI ENTERPRISES INC PO BOX 1930 GREELEY_CO 805321530 84249686 105116000001 GIJTTERSEN RANCHES LLC PO BOX 3370+0 GREELEY_CO 805330619 R4250886 105121000002 CERVI ENTERPRISES INC PO BOX 1930 GREELEY_CO 805321530 R4251086 105122000003 CERVI ENTERPRISES INC PO BOX 1930 GREELEY.CO 805321930 R4251286 105123000003 CERVI ENTERPRISES INC PO BOX 1930 GREELEY.CO 805321930 R4251886 105126000001 CERVI ENTERPRISES INC PO BOX 1930 GREELEY.CO 805321930 R4252086 105127000004 CERVI ENTERPRISES INC PO BOX 1930 GREELEY_CO 805321530 R4252286 105128000001 CERVI ENTERPRISES INC PO BOX 1930 GREELEY_CO 805321530 2. OPERATION STANDARDS a. Noise Control The operation of the laydown yard shall comply with the noise standards enumerated in Section 802 of the COGCC Amended Rules 2008. The rural setting of the project location is preferred to mitigate the effects of noise emissions on the surrounding property owners. b. Air and Water Quality All activities will be in compliance with the permit and control provisions of the Colorado Air Quality Control Program, Title 25,Article 7, C.R.S. as applicable. No waste water will be discharged within the site. All water and waste is carried by vehicle off the site. Bronco Laydown Yard T4N-R63W Sec 22 Weld County, Colorado 6 c. Lighting Lighting will be provided for security, evening maintenance, and emergency work. Any source of lighting on the site shall be shielded so that light will not shine directly onto adjacent properties. Nor will direct or reflected light from any source on the project site create a traffic hazard to operators of motor vehicles on the adjacent road access. d. Weed Control The laydown yard will be kept free of weeds, rubbish, and other waste material. The area will be treated if necessary and as practicable to prevent invasion of undesirable species and noxious weeks. 3. REQUIRED PERMITS a. Weld County A Use by Special Review Permit is required to be approved by the Weld County Board of County Commissioners prior to construction,including release of grading permits for this facility. KMOG will submit any additional permits necessary for county approval prior to commencement of construction site. b. Platte Valley Fire Protection District The Site Plan and Special Review Use Application will be referred to and reviewed by the Platte Valley Fire Protection District. Approval of the plans is expected. Any requested Safety Data sheets (SDS)will also be provided to the Platte Valley Fire Protection District. c. Transport Permits A Transport Permit for oversize load and/or overweight vehicles will be obtained through Public Works prior to construction. d. Grading Permit A grading permit is needed for disturbing an area of 1 acre or more. A grading plan will be submitted for review and approved by Public Works prior to construction. e. Access Permit The access point for the is located off HWY 34. This entry point already exists and meets all of KMOG access requirements. A CDOT access permit has been approved and copy is included in the Appendix. f Right-of-Way (ROW) Use Permit A Right-of-Way Use Permit if necessary will be obtained through Weld County in the event any work is performed in the public right-of-way. g. Construction Stormwater Permit A Construction Stormwater Permit is needed for disturbing more than 1 acres. KMOG has area wide permit coverage under the State Colorado Department of Public Health and Environment, Water Quality Control Division, Permit Number COR402543. h. Non-Exclusive License Agreement/Road Maintenance Agreement N/A Bronco Laydown Yard T4N-R63W Sec 22 Weld County, Colorado 7 4. TRAFFIC Laydown Yard: KMOG estimates 10 to 20 trips per day initially to store items in the yard,this will reduce to approximately 1 to 5 trips per day over the life of the yard for loading and unloading purposes. Traffic will be routed 100%on the main Bronco CDP access road that runs to Hwy 34. Highest traffic volumes will be during daylight operational hours of 6:00 am to 7:00 pm. 5. DUST ABATEMENT PLAN During the construction phase of the project, KMOG will use or contract to have water trucks utilized to maintain dust suppression and fugitive particulate emissions. Also,the Stormwater Management Plan will be followed to mitigate soil erosion during construction. After completion of construction,the perimeter of the property will be stabilized using appropriate native vegetation,usually a combination of dry land/grass mixture or crop. Additionally, KMOG will gravel all access and driving surfaces affected. Areas inside the fence line will be compacted and stabilized. 6. FIRE AND EMERGENCY RESPONSE All roads leading to the site and within the site will be designated and maintained to support fire apparatus. A turnaround may be constructed as necessary to accommodate fire apparatus. In addition to above-referenced rules and regulations, KMOG is also subject to COGCC Rule 6064 pertaining to fire prevention and protection. KMOG has support personnel in the field or on call at all times to provide technical assistance in fire prevention and elimination. Bronco Laydown Yard T4N-R63W Sec 22 Weld County, Colorado 8 APPENDIX Bronco Laydown Yard T4N-R63W Sec 22 Weld County, Colorado 9 I. USR DRAWINGS Bronco Laydown Yard T4N-R63W Sec 22 Weld County, Colorado 10 II. ACCESS PERMIT APPLICATIONS Access off HWY 34 has been granted by CDOT. Copy of approved permit attached. Bronco Laydown Yard T4N-R63W Sec 22 Weld County, Colorado 11 III. NOISE ABATEMENT PLAN Introduction Due to the remote location and the lack of any noise producing elements, a Noise Abatement Plan is not needed for this proposal. Location and Surrounding Land Use The proposed Bronco Laydown Yard access is located approximately 1.5 miles south of the intersection of HWY 34 and the Bronco CDP lease access in an area zoned for agriculture. Proposed Improvements KMOG is proposing the creation of an Oil and Gas support Laydown Yard. Noise Regulation and Goal Per C.R.S. 25-12-103 regulations,permissible noise levels of Light Industrial cannot exceed 70 dBA during the day or 65 dBA at night. KMOG will comply with these regulations. IV. CERTIFICATE OF CONVEYANCES A Certificate of Conveyance will be provided in subsequent rounds of this USR submissions, so that it is within the 30-day expiration period. Bronco Laydown Yard T4N-R63W Sec 22 Weld County, Colorado 12 V. AFFIDAVIT OF INTERESTED LAND OWNERS (SURFACE) Bronco Laydown Yard T4N-R63W Sec 22 Weld County, Colorado 13 VI. EMERGENCY INFORMATION SHEET 1. General Information: The purpose of this document is to provide ownership information case of emergency. It may be used by outside agencies, company employees, and contract labor to help secure a speedy recovery from such emergency situations: a. Name and Address: Kerr-McGee Oil &Gas Onshore LP (subsidiary of Oxy USA) 1099 18th St, Suite 700 Denver, CO 80202 b. Type of Facility: Laydown Yard c. Location and Access: Part of the northeast quarter of the southeast quarter of section 22, Township 4 North, Range 63 West. 6th P.M. All proper warning signs and equipment guards will be installed. 2.Emergency Contact List: The following is a list of KMOG personnel and organizations that may be contacted in the event an emergency occurs at the facility. KMOG - Emergency Contact List: Contact Phone Number Notes Kerr-McGee/Oxy 24/7 Emergency Response 970-515-1500 Integrated Operating Center(IOC) Number Kerr McGee/Oxy Denver office 720-929-6000 720-929-6317-o Lynna Scranton—EHS Director 303-906-1711- m 970-515-1698—o Greg Hamilton - Environmental 970-590-6256- m 911 Platte Valley Fire Protection District 970-353-4890 911 Weld County Sheriff 970-356-4015 911 Colorado State Patrol 970-506-4999 Note: Per call on 5/24/23 with Dave Burns of the Weld County Office of Emergency Management (OEM), for the Laydown yard USR application, all is needed is the above Emergency Contact List. However, when this USR is amended in the future to include the planned compressor station,the already approved Bronco CDP Emergency Action Plan (EAP) and Tactical Response Plan (TRP) will need to be updated to show compression station and laydown yard. Bronco Laydown Yard T4N-R63W Sec 22 Weld County, Colorado 14 VII. DRAINAGE NARRATIVE Drainage plan exemption was requested and approved. Copy of approved exemption forthcoming. Bronco Laydown Yard T4N-R63W Sec 22 Weld County, Colorado 15 VIII. SIGNAGE AT ENTRANCE GATE (GENERAL DEPICTION) KERR-MCGEE OIL & GAS ONSHORE LP Location Name: BRONCO LAYDOWN YARD COGCC Location ID: 111111 34004 HWY 34 Description: Section 8, Township 1 North, Range 68 West Operations to begin on/after: In Case of Emergency call 911 taglik Questions or Project Updates:www.oxycoloradostakeholder.com DXY or 866.248.9577. After Hours IOC: 970.515.1500 *Address and description details to be updated at a later date. Bronco Laydown Yard T4N-R63W Sec 22 Weld County, Colorado 16 Response to Stormwater Detention Exception Letter of Explanation Comments from Weld County Project Name : 1041WOGLA22 -0044 Kerr McGee Bronco CDP Comments Received : 5/23/23 Comments Addressed : 6/21/23 Comments and Responses : 1 . Please include a signed Certificate of Compliance form . A signed Certificate of Compliance form has been added to the Enclosures ( Page 5 of 65) .. 2 . Please include updated versions of the drainage basin soils map and property owner maps dated 8/24/2022 that were part of our earlier discussions . I think these exhibits show the overall picture of what is happening very nicely . The Drainage Basin and Soil Type Maps that were included in earlier discussions have been updated with Rodeo Dunes ownership and individual pad names ( Pages 11-12 of 65) . * Please note that the Cervi Enterprises Inc properties that were originally part of the Surface Use Agreement (SUA) are still shown on Figure 1 ( Page 2 of 65) and the Stormwater Acceptance Signature Exhibit B ( Page 10 of 65) that was provided for Rodeo Dunes to sign even though several of these parcels were purchased by Rodeo Dunes after the SUA was signed . 3 . Please provide the drainage acceptance waiver for the downstream parcels owned by Rodeo Dunes LLC, or please provide documentation that Mike Cervi is an authorized signatory for the entity . Me Stormwater Acceptance Signature has been added to the Enclosures ( Pages 9- 10 of 65 ) . Page 1 of 1 Letter of Explanation To : Weld County Planning Department 1402 North 17th Avenue Greeley, CO 80631 cc: Ms. Natalie DeLaCroix, Weld County Ms. Tracy Colling, Kerr- McGee Oil & Gas Onshore LP Mr. Dave Haertel, Kerr-McGee Oil & Gas Onshore LP Mr. Chad Brebis, Kerr-McGee Oil & Gas Onshore LP From: Mr. Brian Venn, PE 609 Consulting 1095 Saberton Avenue Sheridan, Wyoming 82801 Date: June 21 , 2023 Subject: Cervi Development - Stormwater Detention Exception To Weld County Planning Department: On behalf of Kerr- McGee Oil & Gas Onshore LP, we have developed this letter in reference to the hydrologic analysis and drainage report requirements for the Weld Oil and Gas Location Assessment (WOGLA) application for the Cervi Development. This project consists of the oil & gas locations combined in the Colt OGDP and the Filly OGDP. We have analyzed the effects, if any, that the proposed oil & gas locations will have downstream. Due to existing soil conditions and lack of surrounding infrastructure, this project should not pose any adverse effects to land downstream of each site. From direct conversation with Weld County, these conditions qualify the proposed project for an exception from the stormwater detention requirements outlined in the Weld County Municipal Code. This exception dismisses the need for a complete drainage analysis and report for each site. We have written this letter to further discuss the project conditions and the requested stormwater detention exception. Project Description The proposed Cervi Development project consists of the construction and operation of nine well pads and facilities containing infrastructure and operations for oil/gas wells. The individual pads will be located on land owned by Cervi Enterprises Inc. in Weld County, Colorado . Some of these sites are located upstream of land owned by Rodeo Dunes as well as State of Colorado land that is currently being leased by Cervi Enterprises Inc. Due to sandy soils with high infiltration rates and a lack of surrounding infrastructure, stormwater detention for each pad would not be necessary to protect downstream property. We anticipate any stormwater runoff from the proposed pads will infiltrate before reaching downstream Cervi Enterprises Inc, State of Colorado, or Rodeo Dunes land. Permission was obtained from Cervi Enterprises Inc, State of Colorado, and Rodeo Dunes to accept any developed stormwater runoff that reaches these downstream parcels. In order to further analyze the drainage for each pad, an estimated flow path was sketched using 10 -meter Digital Elevation Model data and four infiltration tests were conducted in the project area. Figure 1 shows the location of the proposed pads, their drainage path and drainage basin, and the infiltration test locations for the Cervi Development. aL," _ f 1 G3 R i ;Iv ,. - - 'WV s ,, RIVER ' INFILTRATION TEST 1 . . - � `T• ` '.� rr,n/ i •e r r ,� : \ e . ..- - �!VA y,34r /e-/ 40, i DESCENT 8 -22HZ 4 v j, k ..-- 1 .470. ' t I A 1 . e t it 1 ., . MIDNIGHT 1 -27HZ - ., . -11 Y '1I . } 4 _ ,. INFILTRATION TEST 2 aps,_ I _Ae-c / -. -2 I 5 MINUTES TO ` MIDNIGHT 8-34HZ (. _ _ , t � f. -sf,-Ay -, I r - -- — t-- ----- - it 7 \fr to I , , __ ___ VA . / atiJ SL- lib U --#111ii — 'VW 'VALLSTREET $-3HZ st il , tape - T3N 77 . '�/// % ii di INFILTRATION TEST 3 : tif// j I /774 /e ///A ed ///7-77— / i <. , • _ s , . i>/fri LC".1 / / f 1 HICKORY MIGUEL 8-10HZ e _ c,, , -.'P." I 7Z.J ----- k.' :., _ fir 4 1:-: 17 . .., 4* InIkc _ I/7 /4--//,-- Nr-- .,, .7: I DANIEL BOONE 8-15HZ r , ;r I A- 4 / -4 I IF , * I INFILTRATION TEST 4 -, - r - - - 1 Wir a ir . ,ir 7 / - : Sir 94- r Z‘. I Or ROAN ANGEL 5-231. 2 ��. -ij *7s4t* l, ``� I ll 1/, : i -ar MS jok s , . . \ I S i . r • ? le ie.' \\I\ 4 EAST STREET 14-22HZ iiI\ \ l':\.\ • 1 , I Thiv,/ - - i/ te A - \\.\ \- \ IV i I HI CHAPPARAL 15-23HZ A I• A .. ' .,�--''" , o/ - �� ♦ ice, {' 1p ! \\%\i'sect` ] . -_ I, - - 0 - Pr VNA .. iSinn. re _ ,-•e i - * r Fel 4 R i 68 . , - \O WV Illit ir Legend Note: Property lines courtesy of Weld County GIS I Propose Cervi Development N - Estimated Drainage Flow Path LOVELAND cFicr Kerr- McGee Oil & 6706 North FrankfF in Avenue Loveland, Colorado Drainage Basin Delineation80538 / Phone 970-7 6-4331 7z 4 1 State of Colorado Feet Gas Onshore LP 609 SHERIDA,N OFFICE INN A. ' tilt; Sabe�rhm Avenue � Rodeo Dunes 0 3,750 7,500 -� 09 18th Street , Slit i 'Jan, Wyoming 82801 Cervi Enterprises Inc Denver, Colorado 80202 Phone 307-674-0609 (Lands Within Surface Use Agreement) CONSULTING , LLC Figure 1. Drainage Map 2 Drainage Discussion Infiltration tests were conducted within each delineated drainage basin in November of 2022 by a third party and the results can be found in the Report of Infiltration Investigation enclosed with this letter . The soil in this area was found to be well- drained to excessively drained with a low runoff potential. A double ring infiltrometer test was performed at each location and the average infiltration rates ranged from approximately 5 .8 to 11 . 1 inches per hour. According to one-hour point rainfall data obtained from the NOAA for the area, approximately 2 . 66 inches of rainfall would occur during a 100 -year storm event. The results from the infiltration tests indicate that a large storm event, such as the 100 -year, would drain into the soil in less than an hour. Therefore, it is unlikely that runoff would exit Cervi Enterprises Inc. property and infiltrate downstream of State of Colorado or Rodeo Dunes land . Best Management Practices A combination of Best Management Practices (BMPs) will be implemented at each location to ensure proper water quality and sediment and erosion control. Site specific BMPs can be found for each pad in the Construction Drawings which will be submitted separately. Typicals for these BMPs can found enclosed with this letter. External Ditch and Berm Temporary diversion ditches and berms will be used to collect and direct on -site stormwater to sediment traps and outlets, as well as deflect and redirect off- site runoff around the disturbance area. These BMPs will provide a barrier that will collect runoff and allow suspended sediments to settle out before draining to sediment traps . If maintenance issues arise, the ditches and berms will be hydromulched for stability. Sediment Traps Sediment traps and outlets will be installed at the end of temporary diversion ditches to allow sediment to settle out of stormwater runoff. Sediment traps are sized according to the Kerr- McGee BMP Manual which uses modified MHFD typicals. In order to provide additional capture volume and treatment, sediment traps are designed to be oversized when possible. Sediment control logs and erosion control blankets will be installed along the outlets to provide an additional sediment barrier. Treated stormwater will exit the sediment traps onto undisturbed ground where the natural contours will drain stormwater away from the project area. Surface Roughening Surface roughening will be implemented on pad toe slopes as an erosion control measure. This will create variations in the soil surface that help minimize wind and water erosion. This BMP will provide temporary stabilization of these disturbed areas during the construction phase for each location. Stabilization Topsoil stockpiles will be straw crimped and seeded during both the construction phase and the production phase. Temporary and permanent seeding will increase stabilization of these disturbed areas and act as erosion control. On a permanent basis, the reclaimed area during the production phase will be re- seeded and re- vegetated once final grade is reached . Installation of permanent seeding will include seedbed preparation, selecting an appropriate seed mixture, using appropriate seeding equipment to ensure proper coverage and density, and protecting seeded areas with mulch or fabric until vegetation is established . Exception Discussion The information and analysis of existing conditions presented in this letter display evidence in support of stormwater detention being unnecessary for the Cervi Development proposed pads. Best Management Practices will be implemented at each location to ensure appropriate water quality and sediment and erosion control . The planned designs will protect public health, safety, general welfare, and have no adverse impacts on off-site properties. Per direct conversation with Weld County, the proposed Cervi Development qualifies for a stormwater detention exception. We greatly appreciate your time and consideration in reviewing this submittal. Please contact us with any questions you may have. Respectfully, Brian Venn Registered Professional Engineer State of Colorado No . 39864 Enclosures : Weld County Drainage Code Certificate of Compliance Cervi Enterprises Inc. Acceptance of Developed Stormwater Agreement State of Colorado Acceptance of Developed Stormwater Agreement Rodeo Dunes Acceptance of Developed Stormwater Agreement Drainage Basin and Soil Type Maps Report of Infiltration Investigation BMP Typicals __ • - Weld County Drainage Code ' '6 ° Certificate of Compliance Il 7 i Lr.. .---y7:411.„. !I il 'Ili Weld County Case Number: 1041WOGLA22 - 0044 _ Parcel Number: 105122000003, 105127000004, 105134000003, 121703000005, 121710000003, 121715000005, 121723000003, 121722000003 Legal Description , Section/Township/Range : Sections 22, 27, & 34 of T4N R63W & Sections 3, 10, 15, 22, & 23 of T3N R63W Date : 6/21 /23 I Brian Venn , Consultant Engineer for Kerr-McGee Oil & Gas Onshore LP (Applicant) , understand and acknowledge that the applicant is seeking land use approval of the case and parcel in the description above . I have designed or reviewed the design for the proposed land use set for in the application . I hereby certify , on behalf of the applicant, that the design will meet all applicable drainage requirements of the Weld County Code with the exception of the variance( s ) described on a li,,wia d exhibits . This certification is not a guarantee or warranty either expressed or implied . Engineer's Stamp: s p�p• . . . . . . .Licit. �l, • .1/4%.'s• 'Pe 4 it c.) •Ps\- %4). O , V 4. i 1 ** • 398 :r ---e-V K • J %_ - ... ----CP--+/ � ,.. 6 23 .., el � 10 • •. ,.• � Engi er of Record Signature I1%I?57ONALc)\ JV •, ,••'•,* Variance Request Of Applicable) 1 . Describe the hardsh \" ' " the variance is being requested . q 2 . List the design criteria of the Weld County Code of which a variance is being requested . 3 . Describe the proposed alternative with engineering rationale which supports the intent of the Weld County Code . Demonstrate that granting of the variance will still adequately protect public health , safety , and general welfare and that there are no adverse impacts from stormwater runoff to the public rights-of-way and/or offsite properties as a result of the project. Public Works Director/Designee Review (If Applicable; Public Works Director/Designee Name Signature Date of Signature Approved ❑ Denied Comments : Department of Public Works I Development Review 1111 H Street, Greeley, Co 80631 I Ph : 970-304-6496 I www.weldgovecom/departments/public_worksidevelopment_review 08/02/2019 ACCEPTANCE OF DEVELOPED STORMWA'TER FLOWS ON AFFECTED LANDS I, Mike Cervi , the owner of land described as lands within the Surface Use Agreement ( see Exhibit _ A )_ , herein known as "Affected Lands," hereby agrees to accept the developed storrnwater which may flow from adjacent property currently being considered for the issuance of a 1041 WOGLA Permit by the Weld County Department of Oil and Gas Energy and being developed by Kerr -McGee Oil & Gas Onshore LP , herein referred to as "Operator. " The adjacent property is described as : Cervi Proposed Oil & Gas Locations ( see Exhibit Al herein known as "Property. " I understand and acknowledge the developed stormwater coming off of Property onto Affected Lands may be flowing in a manner and quantity which is greater than the historic amount because of the impervious area being created through the oil and gas development being considered for the 1 041 WOGLA Permit. This Acceptance is limited to the developed stormwater coming off of the Property onto Affected Lands, only, and is not intended to be an acceptance of developed stormwater flows from properties other than from the Property. Signed this 3 day of insfiewl roliz . OWNER OF AFFECTED LANDS By: Printed Name : Mike ervi Address : Po Box 1930 Greeley , CO 80632 WAIVER OF THE REQUIREMENTS OF SECTION 21-5-510 OF THE WELD COUNTY CODE Having received the above stated and signed Acceptance of Stormwater Flows onto Affected Lands, the Weld County Department of Oil and Gas Energy hereby waives the requirements of Section 21 -5-510 of the Weld County Code as it applies to the oil and gas development being considered for 1041 WOGLA Permit No. for developed stormwater which may flow onto Affected Lands as a result of such oil and gas development.. Signed this day of WELD COUNTY DEPARTMENT OF OIL AND GAS ENERGY By: Printed Name: Title: EXHIBIT A GERM LANDS WITHIN SURFACE USE AGREEMENT TOWNSHIP 2, 3 & 4 NORTH, RANGE 62 & 63 WEST, 6TH F.M., WELD COUNTY, COLORADO • ll 4 , ��, I • • ."TielitTh 1 li_sditt,• _ 0 • ttiOP to , :11. « ' _ . 4int,4 OR ` Q • k. 0 _ -- --•Q}-�/Ai• - i tor _ i /-> . • a i 1 /////)/' . ii.m. . 4 4- "44iii 1 CID � - XI O . _ aa •--- 03 :II ille... ;,7</.71e. _. , • I .i 7 4• re-__ III � �� m 21 2 , 2d 19 ' 'iEPI.i W. - - , SIN. '' a MI li ii _ Ili I • /11/7 - // • La1 / :1 f • M arl el r / e1 • iti • • < 1 / rli , T . / 71 • Q 0 e 0j 1/ a' . . /./ 1y l p 13 07 ql * ir ri. • - /2: Trcl Wilti ig .7-- 'Mid i rt., • ,s, . . . , pi M Il ED f L' * ' L �' �F. %1 i�•F•% ��'�i -.1-44 l ,.'i �• 41 �s�jc. h . • a! • _ .Ic, t •\. •,,w -.I,- -I •�, ' 'scoti � T nom"/ - Ft') l' iii Z. / . 41.1 a I I , m € i 1 / Ke/A ro a- ale • i 7 i ..„4. ; ____ . . , a 01 1 1 • at c-ti iiirl. Ili - . ' gi &Ms . t l s' 10 i in See. A CS - s `WI as e WWI-AND OFFICE N F Legend Kerr-McGee Oil & f, `� r B fs* ' aflit Kg 4 P mill PROPOSED CAP BOUNDARY 609 darn 4.70-774-4.1.1 IT QY Cas Onshore LP' SEIts&the N OFFICE PROPOSED OIL 8 GAS LOCATION (OG4k) s' t0lS�ah�r�o++A+rnur ConsuiC • I LC as~'d"', W v-4*4 eab+or I LANDS WITHIN SURFACE USE AGREEMENT 109918th Street �hux gar-a:m-raa9 4 Denver, Colorado 00202 Drawn by: CPS Dale: 17 Mar 2023 NAD83 CO-Nft - : I1 ill : . • Scale: 1 — 1 /2mi ACCEPTANCE F DEVELOPED STORMWATER FLOWS ON AFFECTED LANDS I, State of Colorado , the owner of land described Parcels : 105136000003 , 121702000001 , 121712000004 , , 121714000002 ,. & 121722000004 ( see Figure 1 , herein known as "Affected Lands," hereby agrees to accept the developed stormwater which may flow from adjacent props currently being considered for the issuance of a 1041 WOGLA Permit by the Weld County Department of Oil and Gas Energy and being developed by Kerr -McGee Oil & G a s Onshore LP , herein referred to as "Operator." The adjacent property is described as: Parcels : 105136000003 , 121702000001 , 121712000004 , 121714000002 , & 121722000004 ( see Fi ure 1 ) - , herein known as "Property." I understand and acknowledge the developed stormwater coming off of Property onto Affected Lands may be flowing in a manner and quantity which is greater than the historic amount because of the impervious area being created through the oil and gas development being considered for the 1041 WOGLA Permit. This Acceptance is limited to the developed stormwater coming off of the Property onto Affected Lands, only, and is not intended to be an acceptance of developed stormwater flows from properties other than from the Property. Signed this 1 '-4 day of t ct , @o 3 OWNER OF AFFECTED LANDS By: getri,i-deteraft.. Print ame: Steve Freese cer ‘Aevir 1.‘44 ilet,(21 ess : 1127 Sherman Street , Suite 300 Denver , CO 80203 WAIVER OF THE REQUIREMENTS OF SECTION 21-5-510 OF THE WELD COUNTY CODE Having received the above stated and signed Acceptance of Stormwater Flows onto Affected Lands, the Weld County Department of Oil and Gas Energy hereby waives the requirements of Section 21 -5-510 of the Weld County Code as it applies to the oil and gas development being considered for 1041 WOGLA Permit No. for developed stormwater which may flow onto Affected Lands as a result of such oil and gas development. Signed this day of , WELD COUNTY DEPARTMENT OF OIL A I CAS ENERGY By: Printed Name:Title: ACCEPTANCE OF DEVELOPED STORMWATER FLOWS ON AFFECTED L D S I., Michael LS. Keiser. on behalf of Rodeo Dram,, LLC, the owner of kind described . Rodeo Dunes lands within the surface use Nifeement (see Exhibit B) _ } herein known as "Affected Lands, hereby agrees to accept the developed to ater which may flow from adjacent property currently being considered for the issuance of a 1041 WO LA. Permit it by the Weld County Department of Oil and Gas Energy and being developed by Kerr:-McGee Oil Gas Onshore LP „ herein refenred to as "Operator. " The adjacent property is described as: Cervi Proposed Oil & Gas Locations dons (see Exhibit 11 1 herein known ERs `Property," 1 understand. and acknowledge the developed stormwater coming off of Property onto Affected. Lands may be flowing in a manner and quantity which is greater than the historic amount because f the impervious area being created through the oil and gas development being considered for the 1 041 WOOLA Permit . This Acceptance is limited to the developed stormwater coming off of the Property onto Affected Lands, only, and is not intended to be an acceptance of developedtoo im ater flows from properties other than from. the Prop Signed this ik day of June!, 2023 . RODEO DUNES,S, LLC By.. RODEO DUNE INVESTMENT,TMENT, LLC, itsBy : /:LT Print . Name: isi L.S . Keiser, Manner. Address: Ut 0 C k 14.5 , htc13.o csia WAIVER OF THE REQUIRMENTS OF SECTION 21 -5-510 OF THE WELDCOUNT CODE Having received the above stated and. signed Acceptance of Stonnwater Flows onto Affected Lands, the Weld County Department of Oil ci Gas Energy hereby waives the requirements of Section .21 -5-510 of the Weld County Code as it applies to the oil .and gas development being considered, for 1041 WOGLA LA Permit No, for developed stoirmwater which may flow onto Alteuted ids as a result of such oil and gas development . Signed this dayof 3 WELD COUNTY DEPARTMENT °OF OIL AND GAS ENERGY By ; Printed Name: Title:. EXHIBIT B CERVI DEVELOPMENT ARFA TOWNSHIP 2 , 3 & 4 NORTH , RANGE 62 & 63 WEST, 6TH P. M . , WELD COUNTY, COLORADO -4-:- ,,L-- - - ` - - - I � f 1 - � "per ,'^ • r - 4 i �.. ler I . 'I ..' ;,f� . 2 .10 t' t• - _ a t a � > li it , ' yY 7 t� I _ . , j . . '- _ ff�. . { u ''Y _trx. '�II I. I "11......."'Z. - - • , :'- -►_mss`. , . I f :,� 1 I _. Ir _ ~ , 1. - ,t"^ it ,il ill 1 litlia12ie. h 0 .I ,. k Ili I -7 k 'a:11 I :' �• _ RIB ` '� ,�� • ,. J I n i _ ia . ter 4g __--14401P 9 a 0,r . . I � .`� • . , -418 15 14 �' 18lillar- _ � e '�m _ Ilik Z i 1, 4 �� ' _ i J._ . _ ., , ,I .? pr, , 4Nr6, • , 3UVi$. • er N 2V11 sik Olli 24 I 19 20 2;1 22 23 24 20 `s 22 .410111 44/14-4° , 7,25 refirfII i . _go 2a : 2I 28 ///26 J 30 27 Olt . __________-H r77 . ea 36 31 32i / 33 34DP35lirlr frilirAilri;d1 • /4 0 ..-- : • 4 3 fl 1 a 4 9 1 5 . '_ Ai _ ._ _ air '�r % 77/17 • — . y `�xr:is r , 4 I. I f 11 /1/2a4 i 9 10� , m AQ Y8 71)1=1 A/ N . a A ft/A CO I - / ,, fyiti ,r18 • = 1rT 1 r11 14' 13 18 ICED of - I 1+ ma ---. --!Iii . _� 3N 63W =I el it,„...t 23 ›- Ea •24 24 19 20' 21 22' . 2 � ) ''. 20 21il .. _ - t:: LLJ .a! .1 D ntt_�. r - _«I _ _ _. ; ' �,jay^f ! t,_ __ . _.• 0,, , . .. i .�� ; ir A rste 26 X25 '� fl 30 29" , x - 28 27 30; "Frirellifr � W h II . • I ,I / lll�� • j ♦IR ON 9f r_ ,r- " ! - Y'_- 71+"' �'1Sc` . _ II tit I ' al tw ' yl dIF71 - IRId. I - -IFR d• i � • w ire I II id filg 34 d° al 33 34 • w 36 0 Fla-�� ,�? { , • w " li . '. - , .- ei it 6 Q • ma.- 3 r9 _ _ - _ - - _ _� f p4 3 C.DI . 1 ZI y - :'1 r 12 l 78 . � 10 — — V `�f �i �: ` 9.. 10I F h /" J Legend LOVELAND OFFICE N r`▪ I g 6706 North Franklin Avenue o Kerr- McGee Oil & Loveland, Colorado 80538 cl % I PROPOSED CAP BOUNDARY -All609 Phone 970-776-4331 o PROPOSED OIL & GAS LOCATION (OGOA) Gas Onshore L., P SHEDANOFFICE 1095 Saberton Avenue Y Sheridan, Wyoming 82801 CC CERVI ENTERPRISES INC ( LANDS WITHIN SURFACE USE AGREEMENT) 1099 18th Street Consulting, LLC Phone 307-674-0609 Q RODEO DUNES ( LANDS WITHIN SURFACE USE AGREEMENT) Denver, Colorado 80202 Drawn by: CPS Date : 3 May 2023 NADS3 CO-Nft Y Revised : Date : Scale: 1 = 1 mi .. : . . :- : ' . - .r i / ". . . ' 1e �9 ' . � x �.� i � �. . +`1 . �' ' (_ . . . . . . __ _ . � I � . - . . . . iE� .'�� . ..` . .. ` i a' � . i �: C� `C� 1 � V I �.i L' .� � . '.. � . : . . :1�.: �i . ' 5�1 rt:Y ' . . _ s \ 1 ::i . . ' ! s . •l. f . •�` . . . p e � .' . ' \ • : . '� 4,'', i I• l� I .? 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' �� , ,, � 1 EASTSTREET 1422HZ ±1, 635ft ±13, 035ft Z WELD COUNTY GIS . , , � � ` .� ' � �' � �' 7 Drawn b CPS Date : 24 Au 2022 NAD83 CO-Nft Q � � � � � � `,_. ._. ! HI CHAPPARAL 15- 23HZ N /A ±7 505ft y' g �� _ Y ��' � � " - ; �, , � Revised : CPS Date : 21 Jun 2023 Scale: 1 1 /2 ml Report of Infiltration Investigation Cervi Ranch Weld County , Colorado Tetra Tech Project No . 117 -7107003 November 22 , 2022 PRESENTED TO PRESENTED BY Occidental Petroleum Corporation Tetra Tech P + 1 - 970-223- 9600 Attn : Chad Brebis 3801 Automation Way , tetratech . com Construction Lead — Rockies Drilling Suite 100 Construction Fort Collins , CO 80525 Occidental Petroleum Corporation 1099 18t" Street Denver , CO 80202 Prepared by : � �� . , � � � R Zach Spence Staff Geologist Reviewed by : Caleb Stock, P . E . Project Geotechnical Engineer d�fidYra �lorr /eavest6gati�� — �ervi �ancl� %�efra �ecl� TABLE OF CONTENTS 1 . 0 EXECUTIVE SUMMARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 2 . 0 PURPOSE AND SCOPE OF STUDY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 3 . 0 SITE CONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 4. 0 FIELD INVESTIGATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 5 . 0 INFILTRATION ANALYSIS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 6 . 0 LIMITATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 7 . 0 REFERENCES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 APPENDIX ♦ Appendix A : Field Investigation Figures o Figures 1 -4 - Field Investigation Locations ♦ Appendix B : USDA Soils Report � TETRA TECH i November 2022 fai �id�ra �ao�� ff� ve� ₹�g�ati�ai — ��rarf �an�l� 7etra ��1� � . - The proposed Cervi Development is located within Cervi Ranch in Weld County , Colorado . The development includes eleven proposed oil and gas production pads (pads) . Four infiltration tests were performed at four separate proposed pad locations within each of the distinct drainage basins identified by Occidental Petroleum Corporation (Oxy) (Appendix A , Figures 1 -4) . Visual classification of the soils encountered and Web Soil Survey maps (Appendix B) via the United States Department of Agriculture (USDA) website (2022) indicated a sandy soil at the site . Average infiltration rates obtained at the four testing locations ranged from approximately 5 . 8 to 11 . 1 inches per hour indicating a hydrologic soil type A soil with high infiltration rates and low runoff rates consistent with the observed soil at the test locations and the mapped soil type . This executive summary has been prepared solely to provide a general overview and should not be relied upon for any purpose except for that for which it was prepared . 1 - - - • � � • ' • � Tetra Tech conducted a field investigation program consisting of performing four double ring infiltrometer tests , one per each of the four distinct drainage basins that the eleven proposed pads will reside within . The infiltration tests were performed to obtain information on the average infiltration rates of the surface soils within each drainage basin residing in Cervi Ranch which is located in Weld County , Colorado . The field program was performed in accordance with Tetra Tech 's proposal to Oxy with authorization received November 3 , 2022 . Results of the field investigation were calculated using the data collected and analyzed to determine the infiltration rates at the testing locations within each drainage basin . This report summarizes the field data and presents conclusions and information on soil infiltration rates and soil hydrologic groups encountered at each testing location . 1 � � � The proposed Cervi development is located within Cervi Ranch in Weld County , Colorado . The eleven proposed pads are located within Township 4 North and Range 63 West , Township 3 North and Range 63 West , and Township 3 North and Range 62 West . Cervi Ranch is bounded partially on the north by Highway 34 and partially on the south by Interstate 76 . The proposed development site is currently undeveloped ranchland except for scattered oil and gas facilities and dirt roads . Existing topography is relatively flat , with some minor hills and basins . Surface soils along the established road corridor where infiltration testing occurred estimated to be greater than 97 percent sand according to a custom soil report generated by Web Soil Survey Maps prepared by the USDA (Appendix B) . Per the USDA , the primary soil units at the site are the Valent sand and the Osgood sand . Both of these soils are of eolian origin and have an " excessively drained to well-drained " drainage class , a "very low" runoff class , and a depth of greater than six feet to the water table or to a water infiltration limiting layer. The soils where the infiltration testing occurred are mapped as having a K Factor of 0 . 02 — the lowest K Factor a soil can have per the USDA . The K Factor is the susceptibility of a soil to sheet and rill erosion by water. The hydrologic soil group of the soils where infiltration testing occurred is mapped by the USDA as group A . The soils in this group have a high infiltration rate with low runoff potential when thoroughly wet . Well-drained to excessively drained sands and gravelly sands fall into this group and aTETRA TECH 1 November 2022 f� �td�ra ��ca�i �fave� t�g�ati��r — ��nr� �ancl� 7efra �ecl� these soils have a high rate of water transmission . Soil conditions were confirmed in the field via visual analysis by a Tetra Tech Field Geologist . The soil at all four testing locations appeared to be a fine to coarse grained sand with less than 10 percent fines . � 1 � � • Infiltration testing was conducted on November 10th and 11th of 2022 . Locations of the infiltration tests were pre- planned on ArcGIS using the "Cervi Drainage and Soils Maps " provided by Oxy . Infiltration Test 1 was to be located within the proposed footprint of pads 1 and 2 within the northwestern drainage basin . Infiltration Test 2 was to be located within the proposed footprint of pad 4 within the central drainage basin . Infiltration Test 3 was to be located within the proposed footprint of pad 11 within the southeastern drainage basin . Upon further review with the client , it was determined that Infiltration Test 3 was to be moved to pad 6 which kept it within the original targeted drainage basin but allowed for easier accessibility . Infiltration Test 4 was to be located within the proposed footprint of pad 8 within the southwestern drainage basin . In accordance with the "Cervi Ranch Rules " document that was provided by Oxy and because of site conditions making it difficult to drive off- road the pre- planned infiltration testing locations were moved prior to field testing to locations that were closer to an established road . These new testing locations were still within close proximity (less than 100 feet) to their original proposed pad location and were still performed in each distinct drainage basin . The Double Ring Infiltrometer Test was conducted in general accordance with ASTM D3385 . An inner ring with a diameter of approximately 1 foot and an outer ring with a diameter of approximately 2 feet were driven into the subgrade to approximately 6 inches in depth . The rings were then filled with water to a constant head that did not differ by more than 5 millimeters in depth between the rings . Two Mariotte tubes were used to maintain a constant head in each of the rings during the test . Twelve trials were run until infiltration rates stabilized . The trials ranged in length from 5 to 15 minutes . At the beginning and end of each trial the depth of water in both Mariotte tubes was measured to determine the volume of water that was added to it 's corresponding ring during each trial period . Water temperature was also taken at the beginning and end of each trial . � - . � . . Data collected in the field during testing were input into a spreadsheet to calculate average infiltration rates of both the inner and annular rings . Results were chosen when rates stabilized for both rings . Average infiltration rates for each testing location were calculated in inches per hour using the inner ring 's data and these results are presented below in Table 1 . . . - . . - . � - . . - . . . . . . � . � . . . - 11 . 1 in/hr 5 . 8 in/hr 9 . 3 in/hr 8 .2 in/hr Table 1 : Average Infiltration Rates from each Testing Location For comparison , Tables 7- 1 and 7-2 located in Chapter 7 : Hydrologic Soil Groups of Part 630 Hydrology National Engineering Handbook (USDA , 2007) (Tables 2 and 3) reports that soils that are classified as hydrologic soil group A have a saturated hydraulic conductivity of their least transmissive layer of greater than 1 . 42 inches per hour when a water impermeable layer exists at a depth greater than 40 inches below the ground surface . Hydrologic soil group A soils have a saturated hydraulic conductivity of the least aTETRA TECH 2 November 2022 I�fiftrataon Investigation - Cervi Ranch Tetra i`ech transmissive layer of greater than 5 . 67 inches per hour when a water impermeable layer exists at a depth between 20 and 40 inches below the ground surface . Soll prap�rt� li:��r�logie !s�a11 ler� up A �lyrlroi�rR�; �oY! �rc}up 8 ll�dr4aCngic walf Hruup {.` f�y�e�ruloRir salr �rvup D ��al�ur.atcy9 9tivrkr;u�lbf° �-�3}.[I �InU`,G c .1S1.V] i�M .* ILB,dI ��era�ti �lk�. 11 't+� * i .lb �a �U';�* � � .[M pu�Wti cwu�e�lu�-Ei�-it}° uft�sc� ( xf,�i� in+7i1 ��€,.l'a� tu � L-1'� iuti�71M 4. °= 1 .-1? Ic} ��. i� i�t+1t� [ `��. la i�u't� � E�� i,r.uL�ii�.�ti°�* 1ay"r�r �ttl :tt��i �3� ;uxllo�` ll�e�wlle i��k sn•all��r a��tllxwz- ;ii! li;f [t1l'I c[t¢ � ;�tl R�.� lGl(� a��o� `�1 !u 1�13 er�i ��lY a'�li er��•atM1� I��,'�•r �.'.I7 c+� a�J u� P, Iv� w I�s �#ta rriy [;rp tia d�J� ar� � � c?rj �ra� ruN1 cuwa� :trrcE rurorl+"nr Ck^�tJn t� ltir�h waicr W3 [a l�tfl ��no l�f] tr� 1fJK1 ¢hm �iQ !�s iW a�nti �GCF �n► 14�IrG[� �� tr� -1U ii� � � `�`�1 laf �� Yn] �'�� tct �IU drij C �.°� i►L� Table 2 : Criteria for assignment of hydrologic soil groups when a water impermeable layer exists at a depth between 50 and 100 centimeters [20 and 40 inches] 'F.�tl1 prupPrL}° k[ydrnl�tR �e r�n�l Rrna� p� �"l Fly �lFUle��,{r rnMl �rnup �1 Nydrnan,�lr suhl �,�uap C flyd�rol �s�SF Kt�il �,r��np Fl ��Ia�.�t�� h}�al,r��,w�� 117 4�e�u'� a 1 Q,[� tc� �1.0 �a�►�"� �d.�ll try �[I.•4[l p��n�4 �[p, �l� �.Ge�'i croneluc-I��ii+�' af thi• � � l _� i�x�iryj (51 .d? [e� }�" uvhj I5�_::,� tcF }[i.(N� iTN�} 4511_�a iru��i ) I[�,�� Crsuk�nti:.cs�i�-e� ls7,}mt cu�ai :uryei au�cl au�cL�ter �it•�uulr i�, ►vat,�r in�i� � lUM) �n� ? 1{M:M r-�ii � 1�1 r-�w =. 11:MJ s-na - mee.,�t,l{= �a+w��r � >-i� �n � � r.l�r an� [ ��a ��i� C =��a i� l Au��t suit l ,�r�cl �rrr�"c,r L7�e�MtEa tsi lii;�lr ��rr � 1{?lY �•rri, � 11J�1 r�ei } lUi7 c•iu > �i1lJ c�� t�� r t�o �e� � �a�� t� � �� 0 � �r� u�� Table 3 : Criteria for assignment of hydrologic soil groups when a water impermeable layer exists at a depth greater than 100 centimeters [40 inches] . 1 � • This study has been conducted in accordance with generally accepted geotechnical engineering practices in the region where the work was conducted . The conclusions submitted in this report are based upon project information provided to Tetra Tech and data obtained from the infiltration tests performed at the locations indicated . The nature and extent of surface and subsurface variations across the site may not become evident until construction . This report has been prepared exclusively for the client . This report and the data included herein shall not be used by any third party without the express written consent of both the client and Tetra Tech . Tetra Tech is not responsible for technical interpretations by others � TETRA TECH 3 November 2022 I�filtra8aon lfavestigatio� - �ervi Ranch Tetra i`ech � - - United States Department of Agriculture ( USDA) , 2022 . Web Soil Survey . Accessed November 17 , 2022 . United States Department of Agriculture ( USDA) , 2007 . 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'�� . .. 1- ' �� 'i , � � �A ,. 1 I} � t 'J November 17 , 2022 Preface Soil surveys contain information that affects land use planning in survey areas . They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas . Soil surveys are designed for many different users , including farmers , ranchers , foresters, agronomists , urban planners , community officials , engineers , developers , builders , and home buyers . Also , conservationists , teachers , students, and specialists in recreation , waste disposal , and pollution control can use the surveys to help them understand , protect, or enhance the environment. Various land use regulations of Federal , State , and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions . The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses . The landowner or user is responsible for identifying and complying with existing laws and regulations . Although soil survey information can be used for general farm , local , and wider area planning , onsite investigation is needed to supplement this information in some cases . Examples include soil quality assessments (http : //www. nres . usda . gov/wps/ portal/nres/main/soils/health/) and certain conservation and engineering applications . For more detailed information , contact your local USDA Service Center (https : //offices . sc. egov. usda . gov/locator/app?agency= nres) or your NRCS State Soil Scientist (http : //www. nres . usda . gov/wps/portal/nres/detail/soils/contactus/? cid =nres142p2_053951 ) . Great differences in soil properties can occur within short distances . Some soils are seasonally wet or subject to flooding . Some are too unstable to be used as a foundation for buildings or roads . Clayey or wet soils are poorly suited to use as septic tank absorption fields . A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations , and local agencies . The Natural Resources Conservation Service ( NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information . The U . S . Department of Agriculture ( USDA) prohibits discrimination in all its programs and activities on the basis of race , color, national origin , age , disability, and where applicable , sex, marital status , familial status , parental status , religion , sexual orientation , genetic information , political beliefs , reprisal , or because all or a part of an individual's income is derived from any public assistance program . ( Not all prohibited bases apply to all programs . ) Persons with disabilities who require 2 alternative means for communication of program information ( Braille , large print, audiotape , etc. ) should contact USDA's TARGET Center at (202 ) 720-2600 (voice and TDD ). To file a complaint of discrimination , write to USDA, Director, Office of Civil Rights , 1400 Independence Avenue , S .W. , Washington , D . C . 20250-9410 or call (800) 795-3272 (voice ) or (202 ) 720-6382 (TDD ). USDA is an equal opportunity provider and employer. 3 Contents Preface . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 How Soil Surveys Are Made . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 SoilMap . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 Soil Map (Cervi Ranch Infiltration Soil Map) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 Legend . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 Map Unit Legend (Cervi Ranch Infiltration Soil Map) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 Map Unit Descriptions (Cervi Ranch Infiltration Soil Map ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 Weld County, Colorado , Southern Part. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 49—Osgood sand , 0 to 3 percent slopes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 63—Terry fine sandy loam , 3 to 9 percent slopes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 69—Valent sand , 0 to 3 percent slopes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 70—Valent sand , 3 to 9 percent slopes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 71 —Valent- Loup complex, 0 to 9 percent slopes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 Soil Information for All Uses . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21 Soil Properties and Qualities . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21 Soil Erosion Factors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21 K Factor, Whole Soil (Cervi Ranch Infiltration K Factor Whole Soil Map ) . . . 21 Soil Qualities and Features. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24 Hydrologic Soil Group (Cervi Ranch Infiltration Hydrologic Soil Group Map) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24 Depth to Any Soil Restrictive Layer (Cervi Ranch Infiltration Depth to Restrictive Layer Map) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28 WaterFeatures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31 Depth to Water Table (Cervi Ranch Infiltration Depth to Water Table Map) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31 References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37 4 How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area . They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses . Soil scientists observed the steepness, length , and shape of the slopes ; the general pattern of drainage ; the kinds of crops and native plants ; and the kinds of bedrock. They observed and described many soil profiles . A soil profile is the sequence of natural layers , or horizons , in a soil . The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently, soils are mapped according to the boundaries of major land resource areas ( MLRAs) . MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate , water resources , soils, biological resources , and land uses ( USDA, 2006) . Soil survey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms , relief, climate , and natural vegetation of the area . Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform . By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform , a soil scientist develops a concept, or model , of how they were formed . Thus , during mapping , this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape . Commonly, individual soils on the landscape merge into one another as their characteristics gradually change . To construct an accurate soil map , however, soil scientists must determine the boundaries between the soils . They can observe only a limited number of soil profiles . Nevertheless, these observations, supplemented by an understanding of the soil-vegetation -landscape relationship , are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries . Soil scientists recorded the characteristics of the soil profiles that they studied . They noted soil color, texture , size and shape of soil aggregates , kind and amount of rock fragments , distribution of plant roots , reaction , and other features that enable them to identify soils . After describing the soils in the survey area and determining their properties , the soil scientists assigned the soils to taxonomic classes (units) . Taxonomic classes are concepts . Each taxonomic class has a set of soil characteristics with precisely defined limits . The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States , is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile . After the soil 5 Custom Soil Resource Report scientists classified and named the soils in the survey area , they compared the individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research . The objective of soil mapping is not to delineate pure map unit components ; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions . Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data . The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans . If intensive use of small areas is planned , onsite investigation is needed to define and locate the soils and miscellaneous areas . Soil scientists make many field observations in the process of producing a soil map . The frequency of observation is dependent upon several factors, including scale of mapping , intensity of mapping , design of map units , complexity of the landscape , and experience of the soil scientist. Observations are made to test and refine the soil-landscape model and predictions and to verify the classification of the soils at specific locations . Once the soil-landscape model is refined , a significantly smaller number of ineasurements of individual soil properties are made and recorded . These measurements may include field measurements , such as those for color, depth to bedrock, and texture , and laboratory measurements , such as those for content of sand , silt, clay, salt, and other components . Properties of each soil typically vary from one point to another across the landscape . Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented . Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties . While a soil survey is in progress , samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests . Soil scientists interpret the data from these analyses and tests as well as the field-observed characteristics and the soil properties to determine the expected behavior of the soils under different uses . Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions , and some new interpretations are developed to meet local needs. Data are assembled from other sources , such as research information , production records , and field experience of specialists . For example , data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil . Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time , but they are not predictable from year to year. For example , soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date . After soil scientists located and identified the significant natural bodies of soil in the survey area , they drew the boundaries of these bodies on aerial photographs and 6 Custom Soil Resource Report identified each as a specific map unit. Aerial photographs show trees , buildings , fields , roads , and rivers , all of which help in locating boundaries accurately. 7 Soi I Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map . 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',. 40° 11' 30" N . . . i �. ., � � L ,.'. � t,. ..� 1 � � ' . � , • . i.. i �f 40° 11' 30" N I 1 I I I I� � I ' I T sas000 as000 Fn�o �s000 sas000 ssoc�o s5i000 ssz000 s� s�a000 sss000 � � � � � Map S�le: 1:68,700 iF prir�d on A portrait (8.5" x 11") sheet. � Mders g g NY 0 1000 2000 4000 60�0 � n Feet �\ 0 3�J0 �00 12000 1�00 NMap projection: Web Merrator Comerwordinates: WG564 Edgetics: UTM Zone 13N WGS84 9 Custom Soil Resource Report MAP LEGEND MAP INFORMATION Area of Interest (AOq � Spoil Area The soil surveys that comprise your AOI were mapped at Area of Interest (AOI) 1 : 24 ,000 . � Stony Spot Soils Very Stony Spot Please rely on the bar scale on each map sheet for map Soil Map Unit Polygons " measurements. `• Wet Spot � : � Soil Map Unit Lines other Source of Map: Natural Resources Conservation Service O Soil Map Unit Points Web Soil Survey URL: � Special Line Features Coordinate System : Web Mercator (EPSG :3857) Special Point Features cz Blowout Water Features Streams and Canals Maps from the Web Soil Survey are based on the Web Mercator � , Borrow Pit projection, which preserves direction and shape but distorts Transportation distance and area . A projection that preserves area , such as the � Clay Spot ,� Rails Albers equal-area conic projection , should be used if more „,-; Closed Depression � Interstate Highways accurate calculations of distance or area are required . `-' Gravel Pit US Routes � '� This product is generated from the USDA-NRCS certified data as Gravelly Spot Major Roads of the version date(s) listed below. '-' Landfill "•_'` Local Roads Soil Survey Area: Weld County, Colorado, Southern Part � Lava Flow gackground Survey Area Data : Version 21 , 5ep 1 , 2022 ' Marsh or swamp �� Aerial Photography "�' Soil map units are labeled (as space allows) for map scales ;:_; : Mine or Quarry 1 : 50 ,000 or larger. � � Miscellaneous Water = Date(s) aerial images were photographed : Jun 8, 2021 �1un 12, � -'' Perennial Water 2021 Rock Outcrop The orthophoto or other base map on which the soil lines were �_ Saline Spot compiled and digitized probably differs from the background Sandy Spot imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. ^, Severely Eroded Spot Sinkhole �•, Slide or Slip ;�,,? Sodic Spot v= 10 Custom Soil Resource Report Map Unit Legend ( Cervi Ranch Infiltration Soil Map ) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 49 Osgood sand , 0 to 3 percent 124 .5 4 .5% slopes 63 Terry fine sandy loam , 3 to 9 35 . 1 1 .3% percent slopes 69 Valent sand , 0 to 3 percent 305 .2 11 .0% slopes 70 Valent sand , 3 to 9 percent 1 ,948 .8 70 .0% slopes 71 Valent-Loup complex, 0 to 9 369 .0 13 .3% percent slopes Totals for Area of Interest 2,782 .5 100 .0% Map Unit Descriptions ( Cervi Ranch Infiltration Soil Map ) The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area . The map unit descriptions , along with the maps , can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas . A map unit is identified and named according to the taxonomic classification of the dominant soils . Within a taxonomic class there are precisely defined limits for the properties of the soils . On the landscape , however, the soils are natural phenomena , and they have the characteristic variability of all natural phenomena . Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes . Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils . Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting , or similar, components . They may or may not be mentioned in a particular map unit description . Other minor components , however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting , or dissimilar, components . They generally are in small areas and could not be mapped separately because of the scale used . Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area , the contrasting minor components are identified in the map unit descriptions along with some characteristics of each . A few areas of minor 11 Custom Soil Resource Report components may not have been observed , and consequently they are not mentioned in the descriptions , especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape . The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data . The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans . If intensive use of small areas is planned , however, onsite investigation is needed to define and locate the soils and miscellaneous areas . An identifying symbol precedes the map unit name in the map unit descriptions . Each description includes general facts about the unit and gives important soil properties and qualities . Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition , thickness , and arrangement. Soils of one series can differ in texture of the surface layer, slope , stoniness , salinity, degree of erosion , and other characteristics that affect their use . On the basis of such differences , a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series . The name of a soil phase commonly indicates a feature that affects use or management. For example , Alpha silt loam , 0 to 2 percent slopes , is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas . These map units are complexes, associations , or undifferentiated groups . A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps . The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha- Beta complex, 0 to 6 percent slopes , is an example . An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps . Because of present or anticipated uses of the map units in the survey area , it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha- Beta association , 0 to 2 percent slopes , is an example . An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform . An area can be made up of only one of the major soils or miscellaneous areas , or it can be made up of all of them . Alpha and Beta soils, 0 to 2 percent slopes , is an example . Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation . Rock outcrop is an example . 12 Custom Soil Resource Report Weld County, Colorado , Southern Part 49-Osgood sand , 0 to 3 percent slopes Map Unit Setting National map unit symbol: 362x Elevation: 4 , 680 to 4 , 900 feet Mean annual precipitation: 13 to 15 inches Mean annual air temperature: 46 to 55 degrees F Frost-free period: 140 to 150 days Farmland classification : Farmland of statewide importance Map Unit Composition Osgood and similar soils: 85 percent Minor componenfs: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Osgood Setting Landform: Plains Down-slope shape: Linear Across-slope shape: Linear Parent material: Eolian sands Typical profile H1 - 0 to 22 inches: sand H2 - 22 fo 34 inches: sandy loam H3 - 34 to 60 inches: sand Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Drainage class: Well drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat) : High (2 . 00 to 6 . 00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Maximum salinity.• Nonsaline to very slightly saline (0 . 0 to 2 . 0 mmhos/cm ) Available water supply, 0 to 60 inches: Low (about 4 . 8 inches) Interpretive groups Land capability classification (irrigafed): 4e Land capability classification (nonirrigated) : 6e Hydrologic Soil Group: A Ecological site: R067BY015CO - Deep Sand Hydric soil rating: No Minor Components Valent Percent of map unit: 10 percent Hydric soil rating: No 13 Custom Soil Resource Report Dailey Percent of map unit: 5 percent Hydric soil rating: No 63—Terry fine sandy loam , 3 to 9 percent slopes Map Unit Setting National map unit symbol: 363f Elevation: 4 , 500 to 5 , 000 feet Mean annual precipitation: 13 to 15 inches Mean annual air temperature: 46 to 48 degrees F Frost-free period: 120 to 180 days Farmland classification : Not prime farmland Map Unit Composition Terry and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Terry Setting Landform: Plains Down-slope shape: Linear Across-slope shape: Linear Parent material: Residuum weathered from sandstone Typical profile H1 - 0 to 6 inches: fine sandy loam H2 - 6 to 18 inches: fine sandy loam H3 - 18 to 37 inches: fine sandy loam H4 - 37 to 41 inches: weathered bedrock Properties and qualities Slope: 3 to 9 percent Depth to restrictive feature: 20 to 40 inches to paralithic bedrock Drainage class: Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat) : Moderately low to high (0 . 06 to 2 . 00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 15 percent Maximum salinity.• Nonsaline to very slightly saline (0 . 0 to 2 . 0 mmhos/cm ) Available water supply, 0 fo 60 inches: Low (about 4 .4 inches) Interpretive groups Land capability classification (irrigated): 4s Land capability classification (nonirrigated) : 6e 14 Custom Soil Resource Report Hydrologic Soil Group: B Ecological site: R067BY024CO - Sandy Plains Hydric soil rating: No Minor Components Tassel Percent of map unit: 5 percent Hydric soil rating: No Olney Percenf of map unit: 5 percent Hydric soil rating: No Otero Percent of map unit: 5 percent Hydric soil rating: No 69—Valent sand , 0 to 3 percent slopes Map Unit Setting National map unit symbol: 2tczd Elevation: 3 , 000 to 5 , 210 feet Mean annual precipitation: 13 to 20 inches Mean annual air temperature: 48 to 52 degrees F Frost-free period: 130 to 166 days Farmland classification : Farmland of local importance Map Unit Composition Valent and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Valent Setting Landform: Interdunes Landform position (two-dimensional): Footslope , toeslope Landform position (three-dimensional) : Base slope Down-slope shape: Linear Across-slope shape: Linear Parent material: Noncalcareous eolian sands Typical profile A - 0 to 5 inches: sand AC - 5 to 12 inches: sand C1 - 12 to 30 inches: sand C2 - 30 to 80 inches: sand Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches 15 Custom Soil Resource Report Drainage class: Excessively drained Runoff class: Negligible Capacity of the most limiting layer to transmit water (Ksat) : High to very high (6 . 00 to 39 . 96 inlhr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 1 percent Maximum salinity.• Nonsaline (0 . 1 to 1 . 9 mmhos/cm) Available water supply, 0 to 60 inches: Very low (about 2 .4 inches) Interpretive groups Land capability classification (irrigated): 4e Land capability classification (nonirrigated) : 6e Hydrologic Soil Group: A Ecological site: R067BY015CO - Deep Sand , R072XA021 KS - Sands ( North ) ( PE 16-20) Hydric soil rating: No Minor Components Dailey Percent of map unit: 5 percent Landform: Interdunes Landform position (two-dimensional): Toeslope Landform position (three-dimensional) : Base slope Down-slope shape: Linear Across-slope shape: Concave Ecological site: R067BY015CO - Deep Sand , R072XA022KS - Sandy ( North ) Draft (April 2010) (PE 16-20) Hydric soil rating: No Julesburg Percent of map unit: 5 percent Landform: Interdunes Landform position (two-dimensional): Toeslope Landform position (three-dimensional) : Base slope Down-slope shape: Linear Across-slope shape: Linear Ecological site: R067BY024CO - Sandy Plains , R072XA022KS - Sandy ( North ) Draft (April 2010) ( PE 16-20) Hydric soil rating: No Vona Percenf of map unit: 5 percent Landform: Interdunes Landform position (two-dimensional): Toeslope Landform position (three-dimensional) : Base slope Down-slope shape: Linear Across-slope shape: Linear Ecological site: R067BY024CO - Sandy Plains , R072XA022KS - Sandy ( North ) Draft (April 2010) ( PE 16-20) Hydric soil rating: No 16 Custom Soil Resource Report 70—Valent sand , 3 to 9 percent slopes Map Unit Setting National map unit symbol: 2tczf Elevation: 3 , 050 to 5 , 150 feet Mean annual precipitation: 12 to 18 inches Mean annual air temperature: 48 to 55 degrees F Frost-free period: 130 to 180 days Farmland classification : Not prime farmland Map Unit Composition Ualent and similar soils: 80 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Valent Setting Landform: Hills , dunes Landform position (two-dimensional): Shoulder, backslope , footslope , summit Landform position (three-dimensional) : Head slope , nose slope , side slope , crest Down-slope shape: Convex, linear Across-slope shape: Convex, linear Parent material: Noncalcareous eolian sands Typical profile A - 0 to 5 inches: sand AC - 5 to 12 inches: sand C1 - 12 fo 30 inches: sand C2 - 30 to 80 inches: sand Properties and qualities Slope: 3 to 9 percent Depth to restrictive feature: More than 80 inches Drainage class: Excessively drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat) : High to very high (6 . 00 to 39 . 96 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 1 percent Maximum salinity.� Nonsaline (0 . 0 to 1 . 9 mmhos/cm) Available water supply, 0 to 60 inches: Very low (about 2 .4 inches) Interpretive groups Land capability classification (irrigated): 4e Land capability classification (nonirrigated) : 6e Hydrologic Soil Group: A Ecological site: R067BY015CO - Deep Sand , R072XY109KS - Rolling Sands 17 Custom Soil Resource Report Hydric soil rating: No Minor Components Dailey Percent of map unit: 10 percent Landform: Interdunes Landform position (two-dimensional): Footslope , toeslope Landform position (three-dimensional) : Base slope Down-slope shape: Linear Across-slope shape: Concave Ecological site: R067BY015CO - Deep Sand , R072XA021 KS - Sands ( North ) ( PE 16-20) Hydric soil rating: No Vona Percent of map unit: 5 percent Landform: Hills Landform position (two-dimensional): Shoulder, backslope , footslope Landform position (three-dimensional) : Head slope , nose slope , side slope , base slope Down-slope shape: Linear Across-slope shape: Linear Ecological site: R067BY024CO - Sandy Plains , R072XA022KS - Sandy ( North ) Draft (April 2010) ( PE 16-20) Hydric soil rating: No Haxtun Percent of map unit: 5 percent Landform: Interdunes Landform position (two-dimensional): Footslope , toeslope Landform position (three-dimensional) : Base slope Down-slope shape: Linear Across-slope shape: Concave Ecological site: R067BY024CO - Sandy Plains , R072XY111 KS - Sandy Plains Hydric soil rating: No 71 —Valent-Loup complex, 0 to 9 percent slopes Map Unit Setting National map unit symbol: 2yvrc Elevation: 4 , 650 to 4 , 800 feet Mean annual precipitation: 12 to 17 inches Mean annual air temperature: 46 to 52 degrees F Frost-free period: 130 to 165 days Farmland classification : Not prime farmland Map Unit Composition Ualent and similar soils: 55 percent Loup and similar soils: 30 percent 18 Custom Soil Resource Report Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Valent Setting Landform: Hills , dunes Landform position (two-dimensional): Summit, shoulder, backslope Landform position (three-dimensional) : Nose slope , side slope , crest Down-slope shape: Convex, linear Across-slope shape: Linear, convex Parent material: Noncalcareous eolian sands Typical profile A - 0 to 5 inches: sand AC - 5 to 12 inches: sand C1 - 12 to 30 inches: sand C2 - 30 to 80 inches: sand Properties and qualities Slope: 3 to 9 percent Depth to restrictive feature: More than 80 inches Drainage class: Excessively drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat) : High to very high (6 . 00 to 39 . 96 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 1 percent Maximum salinity: Nonsaline to very slightly saline (0 . 1 to 2 . 0 mmhos/cm ) Available water supply, 0 to 60 inches: Very low (about 2 .4 inches) Interpretive groups Land capability classification (irrigated): 6e Land capability classification (nonirrigated) : 7s Hydrologic Soil Group: A Ecological site: R067BY015CO - Deep Sand Hydric soil rating: No Description of Loup Setting Landform: Swales on interdunes Down-slope shape: Concave , linear Across-slope shape: Concave , linear Parent material: Sandy eolian deposits Typical profile Oi - 0 to 2 inches: slightly decomposed plant material A - 2 to 16 inches: loamy sand Cg1 - 16 to 40 inches: loamy sand Cg2 - 40 to 80 inches: sandy loam Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Drainage class: Poorly drained 19 Custom Soil Resource Report Runoff class: Very high Capacity of the most limiting layer to transmit water (Ksat) : High (2 . 00 to 6 . 00 in/hr) Depth to water table: About 0 to 18 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 5 percent Maximum salinity.• Nonsaline to very slightly saline (0 . 1 to 2 . 0 mmhos/cm ) Available water supply, 0 to 60 inches: Moderate (about 6 . 1 inches) Interpretive groups Land capability classification (irrigated): 4w Land capability classification (nonirrigated) : 6w Hydrologic Soil Group: A/D Ecological site: R067BY029CO - Sandy Meadow Hydric soil rating: Yes Minor Components Osgood Percent of map unit: 5 percent Landform: Interdunes Down-slope shape: Linear Across-slope shape: Linear Ecological site: R067BY015CO - Deep Sand Hydric soil rating: No Vona Percent of map unit: 5 percent Landform: Dunes, hills Landform position (two-dimensional): Backslope Landform position (three-dimensional) : Side slope Down-slope shape: Convex, linear Across-slope shape: Convex, linear Ecological site: R067BY015CO - Deep Sand Hydric soil rating: No Boel Percent of map unit: 5 percent Landform: Drainageways , swales Down-slope shape: Linear, concave Across-slope shape: Linear, concave Ecological site: R067BY029CO - Sandy Meadow Hydric soil rating: No 20 Soil Information for All Uses Soil Properties and Qualities The Soil Properties and Qualities section includes various soil properties and qualities displayed as thematic maps with a summary table for the soil map units in the selected area of interest. A single value or rating for each map unit is generated by aggregating the interpretive ratings of individual map unit components . This aggregation process is defined for each property or quality. Soil Erosion Factors Soil Erosion Factors are soil properties and interpretations used in evaluating the soil for potential erosion . Example soil erosion factors can include K factor for the whole soil or on a rock free basis , T factor, wind erodibility group and wind erodibility index. K Factor, Whole Soil ( Cervi Ranch Infiltration K Factor Whole Soil Map ) Erosion factor K indicates the susceptibility of a soil to sheet and rill erosion by water. Factor K is one of six factors used in the Universal Soil Loss Equation ( USLE ) and the Revised Universal Soil Loss Equation (RUSLE) to predict the average annual rate of soil loss by sheet and rill erosion in tons per acre per year. The estimates are based primarily on percentage of silt, sand , and organic matter and on soil structure and saturated hydraulic conductivity (Ksat) . Values of K range from 0 . 02 to 0 . 69 . Other factors being equal , the higher the value , the more susceptible the soil is to sheet and rill erosion by water. " Erosion factor Kw (whole soil )" indicates the erodibility of the whole soil . The estimates are modified by the presence of rock fragments . Factor K does not apply to organic horizons and is not reported for those layers . 21 > Custom Soil Resource Report M Map—K Factor, Whole Soil (Cervi Ranch Infiltration K Factor Whole Soil Map ) --�� N N 0 0 � � .i .i ..�ASOOO �� ..�A7OOO .�AH�I� ��'A.�OO� .SSO�I� .rJS�OI� .rJSZOOO JS.�OI� .�A�I� .�'ASSO� ao� ly, �„ N I I I I I I \ I 1 , .� I �o� ly �� N , � _,� .�""�S;4,�, _ � } y ' � '� yA-'�«t�i - �. `P' � . . . ' , � � \ h�'> \ Jf � r i , � 34 ' ' ;�� l � �� - � ,,. � 8 �w ; �, �.,�,�, � y � �� ' 1''��al` � �:� 1 ' � 1 � �_/ � {7f1� i.• ', . i� 1 i �. ' � _ • ' . " '� O O �_ l � i + � � � A _ � � � � . � � 1 w . \ti � ' Y . ' }.. ; - � � .•�I + y ' ' � � `. '� ! , . I � : li . .._ _ — � ' /,' iJ V � ��` � 1 � 9 � l ' I� ' ` � • -: I � � �1 � .( � li .� 7 � � � � . '�� •\� 1 i �i ' ' � . .� .�� ,_ � �� h� _ � —t � '1, � .. _ p . , �I . � d�ti t� . '� . . . — � t . �� ,i� � � , . i . � •� . , � � .a _ � . � ' ��i 'l . i I . : �, � , 1 S ' .. .� i I '� n �. r . Y QQ �� ':� "� ] Ai ' • �iY �.'� ��- . � — �. i r. . � _ — � � � � } . � . . - � . • ' _ _ _ _ _ u ISS V ♦ e . ♦ f • Y I x I� � , � 'T t • , ' -1� � . F � .i' I 1�4r I • - . .� '� � •. . � � !F__� �� . . � . � � .- . I� �_ � . P�. � �� ' ;�. � f �� ' 1 .. . J _ r1 . � � � !'�. � 4 ' �I ' CI 1 � � � � t � � \ � �� _IJ �� 1 � iK L • Qx � � � � �- 'S .. 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E' 'R . .S `. , ,��'. 40° 11 30 N • � I �I I � I � I � I � . � ''. � �' � ao° u� so° N 54S000 54G000 �F7�0 ��4&l00 50.9000 550(�70 551000 552000 5530(:0 554000 555000 3 3 m � � Map S�le: 1:68,700 iF prir�d on A portrait (8.5" x 11") sheet. � Mders g g NY 0 1000 2000 4000 60�0 � n Feet �\ 0 3�J0 �00 12000 1�00 NMap projection: Web Merrator Comer wordinates: WG564 Edge tics: UTM Zone 13N WGS84 22 Custom Soil Resource Report MAP LEGEND MAP INFORMATION Area of Interest (AOI) : a .24 Streams and Canals The soil surveys that Comprise your AOI were mapped at Area of Interest (AOI) 1 : 24 ,000 . � � .28 Transportation Soils ^ � 32 � Rails Please rely on the bar scale on each map sheet for map Soil Rating Polygons �,.,� Interstate Highways measurements. � .02 � � .37 US Routes O .05 � � .43 Source of Map: Natural Resources Conservation Service Major Roads Web Soil Survey URL: O . 10 �� 49 Coordinate System : Web Mercator (EPSG :3857) � 5 � 55 Local Roads � 64 Background Maps from the Web Soil Survey are based on the Web Mercator 0 � � � � �s ,�t� Aerial Photography projection, which preserves direction and shape but distorts � 20 � ,� Not rated or not available distance and area . A projection that preserves area , such as the Albers equal-area conic projection , should be used if more O 24 Soil Rating Points accurate calculations of distance or area are required . I � .02 � .28 .05 This product is generated from the USDA-NRCS certified data O .32 � as of the version date(s) listed below. p . � o � .37 15 Soil Survey Area: Weld County, Colorado, Southern Part O .43 � Survey Area Data : Version 21 , 5ep 1 , 2022 � .49 o � » 20 Soil map units are labeled (as space allows) for map scales O .55 � 1 : 50 ,000 or larger. � .24 � .64 .28 Date(s) aerial images were photographed : Jun 8, 2021 �1un � Not rated or not available � 12 , 2021 O .32 Soil Rating Lines �,y .02 p �37 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background ,�- � .05 0 �43 imagery displayed on these maps. As a result, some minor � � 10 I � 49 shifting of map unit boundaries may be evident. r �+ . 15 I � .55 r � . 17 I � .64 rt � .20 � Not rated or not available Water Features 23 Custom Soil Resource Report Table—K Factor, Whole Soil ( Cervi Ranch Infiltration K Factor Whole Soil Map) Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 49 Osgood sand, 0 to 3 . 02 124 . 5 4 .5% percent slopes 63 Terry fine sandy loam , 3 . 20 35. 1 1 .3% to 9 percent slopes 69 Valent sand, 0 to 3 . 02 305. 2 11 .0% percent slopes 70 Valent sand, 3 to 9 .02 1 ,948. 8 70 .0% percent slopes 71 Valent-Loup complex, 0 . 02 369. 0 13 .3% to 9 percent slopes Totals for Area of Interest 2,782. 5 100.0% Rating Options—K Factor, Whole Soil (Cervi Ranch Infiltration K Factor Whole Soil Map) Aggregation Method: Dominant Condition Component Percent Cutoff.• None Specified Tie-break Rule: Higher Layer Options (Horizon Aggregation Method) : Surface Layer ( Not applicable) Soil Qualities and Features Soil qualities are behavior and performance attributes that are not directly measured , but are inferred from observations of dynamic conditions and from soil properties . Example soil qualities include natural drainage , and frost action . Soil features are attributes that are not directly part of the soil . Example soil features include slope and depth to restrictive layer. These features can greatly impact the use and management of the soil . Hydrologic Soil Group ( Cervi Ranch Infiltration Hydrologic Soil Group Map ) 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 (A/D , B/D , and C/D ) . The groups are defined as follows : 24 Custom Soil Resource Report 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. 25 > Custom Soil Resource Report M Map—Hydrologic Soil Group (Cervi Ranch Infiltration Hydrologic Soil Group Map) --�� N N 0 0 � � .i .i ..�ASOOO �� ..�A7OOO .�AH�I� ��'A.�OO� .SSO�I� .rJS�OI� .rJSZOOO JS.�OI� .�A�I� .�'ASSO� ao� ly, �„ N I I I I I I \ I 1 , .� I �o� ly �� N , � _,� .�""�S;4,�, _ � } y ' � '� yA-'�«t�i - �. `P' � . . . ' , � � \ h�'> \ Jf � r i � � 3q ` � ��ti,< a . .m. � ' :* . 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''- 40° 11� �� N , �: 'I :I ., � I. � IL ',.'� .nt'�� C: I ..�'� 1 �' � � �' �� ' . , ' • . i.. � �f � 40° 11' 30" N 54S000 54G000 �F7�0 ��4&l00 50.9000 550(�70 551000 552000 5530(:0 554000 555000 3 3 m � � Map S�le: 1:68,700 iF prir�d on A portrait (8.5" x 11") sheet. � Mders g g NY 0 1000 2000 4000 60�0 � n Feet �\ 0 3�J0 �00 12000 1�00 NMap projection: Web Merrator Comerwordinates: WG564 Edgetics: UTM Zone 13N WGS84 26 Custom Soil Resource Report MAP LEGEND MAP INFORMATION Area of Interest (AOI) p C The soil surveys that comprise your AOI were mapped at Area of Interest (AOI) 1 : 24 ,000 . O C/D Soils O D Please rely on the bar scale on each map sheet for map Soil Rating Polygons measurements. � A � Not rated or not available O A/D water Features Source of Map: Natural Resources Conservation Service Streams and Canals Web Soil Survey URL: O B Coordinate System : Web Mercator (EPSG :3857) Transportation � B/D � Rails Maps from the Web Soil Survey are based on the Web Mercator 0 � �e Interstate Highways projection, which preserves direction and shape but distorts distance and area . A projection that preserves area , such as the O C/D US Routes Albers equal-area conic projection , should be used if more 0 � Major Roads accurate calculations of distance or area are required . � Not rated or not available Local Roads This product is generated from the USDA-NRCS certified data as Soil Rating Lines gackground of the version date(s) listed below. � r A �s 'P� Aerial Photography ��- Soil Survey Area: Weld County, Colorado, Southern Part , w� A/D Survey Area Data : Version 21 , 5ep 1 , 2022 �"� B Soil map units are labeled (as space allows) for map scales �� B�� 1 : 50 ,000 or larger. w=,.f C Date(s) aerial images were photographed : Jun 8, 2021 �1un 12, � C/D 2021 L� D � r Not rated or not available The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background soil Rating Points imagery displayed on these maps. As a result, some minor O q shifting of map unit boundaries may be evident. o A�o I ■ B I � aio 27 Custom Soil Resource Report Table—Hydrologic Soil Group ( Cervi Ranch Infiltration Hydrologic Soil Group Map) Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 49 Osgood sand, 0 to 3 A 124 . 5 4 .5% percent slopes 63 Terry fine sandy loam , 3 B 35. 1 1 .3% to 9 percent slopes 69 Valent sand, 0 to 3 A 305. 2 11 .0% percent slopes 70 Valent sand, 3 to 9 A 1 ,948. 8 70 .0% percent slopes 71 Valent-Loup complex, 0 A 369. 0 13 .3% to 9 percent slopes Totals for Area of Interest 2,782. 5 100.0% Rating Options—Hydrologic Soil Group (Cervi Ranch Infiltration Hydrologic Soil Group Map) Aggregation Method: Dominant Condition Component Percent Cutoff.• None Specified Tie-break Rule: Higher Depth to Any Soil Restrictive Layer (Cervi Ranch Infiltration Depth to Restrictive Layer Map ) A " restrictive layer" is a nearly continuous layer that has one or more physical , chemical , or thermal properties that significantly impede the movement of water and air through the soil or that restrict roots or otherwise provide an unfavorable root environment. Examples are bedrock, cemented layers , dense layers , and frozen layers . This theme presents the depth to any type of restrictive layer that is described for each map unit. If more than one type of restrictive layer is described for an individual soil type , the depth to the shallowest one is presented . If no restrictive layer is described in a map unit, it is represented by the "greater than 200" depth class . This attribute is actually recorded as three separate values in the database . A low value and a high value indicate the range of this attribute for the soil component. A "representative" value indicates the expected value of this attribute for the component. For this soil property, only the representative value is used . 28 > Custom Soil Resource Report M Map—Depth to Any Soil Restrictive Layer (Cervi Ranch Infiltration Depth to Restrictive . . . --�� N N 0 0 � � .i .i ..�AS000 �� ..�A7000 .�AH�I� ��'A.�00� .SSO�I� .rJS�OI� .rJSZOOO JS.�0I� .�A�I� .�'ASSO� ao� ly, �„ N I I I I I I \ I 1 , .� I �o� ly �� N , � _,� .�""�S;4,�, _ � } y ' � '� yA-'�«t�i - �. `P' � . \ � � � �� \ F�'> � � � T, . I � � �j ..- � i� 34 � �ti;.a . � .m, � ! � ; .: � ri� '. i�,. . � � ` .. . . \ / — � E ' � ' , r ' �� \\J , ,, ,� �j~ � � � �k � �• p� ' � � . . ' 1 .' � . � . � � . � i i � � �.i�'�� 1 Il�� T�� ` �� . . ,J . � � � y r � I�' . �I♦'IA�� . d \ ' 1 II $ � 12y11 �� ' y �� 1 '� . � ' �.. . . � . _ — � � � � �� -/� �1 . � � � •� . . � r 9 � ' �. rli • . 4; . .' ' ys�� ` I . . ` 1�1 � � A " . , • Y e L % . � � , � ]�� _ . e� i� 1 1 5 i . ' �� .. 11 I . 1 � . �I� r I 1 _ . , � l •� � � � a � 1 IJ • `dJ 'c� M1� � � �y JY '�� ;\ � .� � �� 6 �\.� I � d��.� � I�r� � � _ � � . ' . Jti . �'�tY'L V _ x+�l-. �� •� ." . 'I�— � � � �1 � � ' � � 1 w�r'l . i � ' � ' ',,� . . � � . � � �' � " -. ' � S � ,i ti S — � �.��:� ' " � 1: " \, {� < . , � i �. A°Y, � 9 � � � � � � � � . , � �.� _ - - �. . ;� , �-, . . . . .�: . - .. � . - � - � . , � 1 ' sl .' •. - � 1 . ` r • � 1 . . � 'A � � f . t � �. ` � � . 1 � .. n� +l - �- ,• � � � . .. 1 . 1 � . 11 , � . �, . . � ' '', . < ' " , r - � y y� �'� . ti . . � . � � - i '� r ' � � - . , . , .v , � , ., � � �q ` ' It + - � � ,�� k"�' .t : . - �.,. - �, _�` „ . � � . ,� T�� ' � � ��r'F9� '�- a ". � r ,1 � �� II : , - � ' .. � � � � � — � n .,,,��., . ,-.�� . �� - � , i � . i � h �� y _ — i _. � I . � 1 I'} C � • ~ � I �l�b� 1 I ��'''{{ ' � ' •�. ��, - ' � �� _�i P� . - r � � 1 1 � iK L • • < A `' 1 � . � � � — � � — � i � : I � � i . �l� �� i . 1. - . 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'� � _ � �� e �� .. � � . • � � , � 1 IY � �t �i ♦ ° � � i rvb ry .4 1! a � Y - � ♦ 'cf� � y y • r } `\ 4 !/ . � � '• { _ 1. / � � � i.�M I1 '..� I �G . t � I 1 � ' I -�1 *'`'' ,, � ` � . — � n i 1 ♦ ' � . f � ! � �� i � � � ip' n ��..� �. T � � �I :' . ' �� '� � .� ti '}. v� ��I � . .� �_ � � . .. ° � . �` , ,Zr � •. .,� . . , '� ., , u . •.��i � . � .h , , � � ' . i � � r ' • '�:h .� �w _�- V� . ♦ i � � �� 4 � ( l � �I �•�� , � .• l � i. ti � �0. l4�� L � � s l @ �4. M ` � �� 'i6:. �. -r�� fl �� 1 �j \ aY� �i �al'/ 1 t._ . E' 'R . ' �y �' •�3�� ao� ii so N • I 1 ' I I I � I '' � �' � ao° u� so° N sas000 as000 Fn�o �s000 sas000 ssoc�o s5i000 ssz000 s5:�oco ssa000 sss000 � � � � � Map S�le: 1:68,700 iF prir�d on A portrait (8.5" x 11") sheet. � Mders g g NY 0 1000 2000 4000 60�0 � n Feet �\ 0 3�J0 �00 12000 1�00 NMap projection: Web Merrator Comerwordinates: WG564 Edgetics: UTM Zone 13N WGS84 29 Custom Soil Resource Report MAP LEGEND MAP INFORMATION Area of Interest (AOI) � Not rated or not available The soil surveys that Comprise your AOI were mapped at Area of Interest (AOI) 1 : 24 ,000 . Water Features Soils Streams and Canals Please rely on the bar scale on each map sheet for map Soil Rating Polygons measurements. Transportation � 0 - 25 � Rails O 25 - 5o Source of Map: Natural Resources Conservation Service �.r Interstate Highways Web Soil Survey URL: O 50 - 10o US Routes Coordinate System : Web Mercator (EPSG :3857) � 100 - 150 Major Roads Maps from the Web Soil Survey are based on the Web Mercator O 150 - 200 Local Roads projection, which preserves direction and shape but distorts > 20o distance and area . A projection that preserves area , such as the 0 Background Albers equal-area conic projection , should be used if more O Not rated or not available �C5� Aerial Photography accurate calculations of distance or area are required . Soil Rating Lines � This product is generated from the USDA-NRCS certified data as 0 - 25 of the version date(s) listed below. � ,+ 25 - 50 a . 50 - 10o Soil Survey Area: Weld County, Colorado, Southern Part Survey Area Data : Version 21 , 5ep 1 , 2022 � ,� � oo - � so Soil map units are labeled (as space allows) for map scales �;�,;y 150 - 200 1 : 50 ,000 or larger. �,.y* > 200 � ,� Not rated or not available Date(s) aerial images were photographed : Jun 8, 2021 �1un 12, 2021 Soil Rating Points I � 0 - 25 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background O 25 - 5o imagery displayed on these maps. As a result, some minor O 50 - 100 shifting of map unit boundaries may be evident. O 100 - 150 O 150 - 200 I � > 200 30 Custom Soil Resource Report Table—Depth to Any Soil Restrictive Layer ( Cervi Ranch Infiltration Depth to Restrictive Layer Map) Map unit symbol Map unit name Rating (centimeters) Acres in AOI Percent of AOI 49 Osgood sand, 0 to 3 >200 124 . 5 4 .5% percent slopes 63 Terry fine sandy loam , 3 94 35. 1 1 .3% to 9 percent slopes 69 Valent sand, 0 to 3 >200 305. 2 11 .0% percent slopes 70 Valent sand, 3 to 9 >200 1 ,948. 8 70 .0% percent slopes 71 Valent-Loup complex, 0 >200 369. 0 13 .3% to 9 percent slopes Totals for Area of Interest 2,782. 5 100.0% Rating Options—Depth to Any Soil Restrictive Layer (Cervi Ranch Infiltration Depth to Restrictive Layer Map) Units of Measure: centimeters Aggregation Method: Dominant Component Component Percent Cutoff.• None Specified Tie-break Rule: Lower Interpret Nulls as Zero: No Water Features Water Features include ponding frequency, flooding frequency, and depth to water table . Depth to Water Table (Cervi Ranch Infiltration Depth to Water Table Map ) "Water table" refers to a saturated zone in the soil . It occurs during specified months . Estimates of the upper limit are based mainly on observations of the water table at selected sites and on evidence of a saturated zone , namely grayish colors (redoximorphic features) in the soil . A saturated zone that lasts for less than a month is not considered a water table . This attribute is actually recorded as three separate values in the database . A low value and a high value indicate the range of this attribute for the soil component. A 31 Custom Soil Resource Report " representative" value indicates the expected value of this attribute for the component. For this soil property, only the representative value is used . 32 > Custom Soil Resource Report M Map—Depth to Water Table (Cervi Ranch Infiltration Depth to Water Table Map ) --�� N N 0 0 � � .i .i ..�AS000 �� ..�A7000 .�AH�I� ��'A.�00� .SSO�I� .rJS�OI� .rJSZOOO JS.�0I� .�A�I� .�'ASSO� ao� ly, �„ N I I I I I I \ I 1 , .� I �o� ly �� N , � _,� .�""�S;4,�, _ � } y ' � '� yA-'�«t�i - �. `P' � . \ � � � �� \ F�'> � � � T, . I � � �j ..- � i� 34 � �ti;.a . � .m, � ! � ; .: � ri� '. i�,. . � � ` .. . . \ / - � E ' � ' , r ' �� \\J , ,, ,� �j~ � � � �k � �• p� ' � � . . ' 1 .' � . � . � � . � i i � � �.i�'�� 1 Il�� T�� ` �� . . , . � 8 � � r � I � . d ` . 1 �� O 1 / y ; � � � ' ' � I � • — � Y • �� Iv. . � 1 . �I �. [� ♦ � i� . r � til �� `. '�� 1 �t � .�� .� . , '� . . � � � . j 'A i � , � � 1. � � . . 1 ' �- � � �l � . . , �� ' Ii� � � — � 1y1� pQQ ,� �' i..� � � � �. IY V� �� M O) _i . � . � � I� �� — V . � �0 . _ . nr � � � -. � . . . .�. . .. � ! " I ' ' . i � 1 ' sl .' •. - � 1 . ` r • � 1 . . � 'A � � f . t � �. ` � � . 1 � .. n� +l - �- ,• � � � . .. 1 . 1 � . 11 , � . �, . . � ' '', . < ' " , r - � y y� �'� . ti . . � . � � - i '� r ' � � - . , . , .v , � , ., � � �q ` ' It + - � � ,�� k"�' .t : . - �.,. - �, _�` „ . � � . ,� T�� ' � � ��r'F9� '�- a ". � r ,1 � �� II : , - � ' .. � � � � � — � n .,,,��., . ,-.�� . �� - � , i � . i � h �� y _ — i _. � I . � 1 I'} C � • ~ � I �l�b� 1 I ��'''{{ ' � ' •�. ��, - ' � �� _�i P� . - r � � 1 1 � iK L • • < A `' 1 � . � � � — � � — � i � : I � � i . �l� �� i . 1. - . ' . , � — � l � y . � � . i . � � . . � . . . . �. ' • � � ` — � �V ♦ � . ' ': .�_, tyz ; ;�I:�'� -�l.l� 'T�'�- � r� F"-' :; �. . . _ _ . � �S � ^ ,,.: r{ �� _ � >A� f � � •:v i. Y � 1 • � � , ' I � — � 3 � � � . . � y. ` ` - � � •I . �� \ � � Y � 1 I '.r 1 . � � I H Y • � .. �I� f�'� �!r • ;�'v . _ . � . . . ' . 4 � _ �1w .a '}R,.. �.� �L) ° : �' '. 4� ' � �LI� . � ' R � . . . � �� . y' ' r ^ ... . ' ' 4 . .4 � - , � e *' , - � e . _ � �:. T ` , � « ID '' �¢ �I � J 8 � I � '•.+�y � � . � ♦}� ! }} O . � � ' . � y � ' �1... {" " i . � 1 � " i � �� ` . O � — I � . } ` � M r o `� � � 1�, , . � lY,"• ; , . . ciR 8 . � ' ��• �1Yly h � ',�� y ' — � � l � M � T � �` '. y' �� ilw�� ,'."h� . i+ � il.�, � � � • Z� '1 ' � � ° . �� ' C� � \� . ��pY � ��ll T� } r� C 1 . `�+f i. ' � � �ar-.�� r �- I -. � � �' ' S \ � 'l . j � A �� . ' i� a P. '1 ; � � y,TY � Y .. '� � _ � �� e �� .. � � . • � � , � 1 IY � �t �i ♦ ° � � i rvb ry .4 1! a � Y - � ♦ 'cf� � y y • r } `\ 4 !/ . � � '• { _ 1. / � � � i.�M I1 '..� I �G . t � I 1 � ' I —�1 *'`'' ,, � ` � . — � n i 1 ♦ ' � . f � ! � �� i � � � ip' n ��..� �. T � � �I :' . ' �� '� � .� ti '}. v� ��I � . .� �_ � � . .. ° � . �` , ,Zr � •. .,� . . , '� ., , u . •.��i � . � .h , , � � ' . i � � r ' • '�:h .� �w _�- V� . ♦ i � � �� 4 � ( l � �I �•�� , � .• l � i. ti � �0. l4�� L � � s l @ �4. M ` � �� 'i6:. �. -r�� fl �� 1 �j \ aY� �i �al'/ 1 t._ . E' 'R . ' �y �' •�3�� ao� ii so N • I 1 ' I I I � I '' � �' � ao° u� so° N sas000 as000 Fn�o �s000 sas000 ssoc�o s5i000 ssz000 s5:�oco ssa000 sss000 � � � � � Map S�le: 1:68,700 iF prir�d on A portrait (8.5" x 11") sheet. � Mders g g NY 0 1000 2000 4000 60�0 � n Feet �\ 0 3�J0 �00 12000 1�00 NMap projection: Web Merrator Comer wordinates: WG564 Edge tics: UTM Zone 13N WGS84 33 Custom Soil Resource Report MAP LEGEND MAP INFORMATION Area of Interest (AOI) � Not rated or not available The soil surveys that Comprise your AOI were mapped at Area of Interest (AOI) 1 : 24 ,000 . Water Features Soils Streams and Canals Please rely on the bar scale on each map sheet for map Soil Rating Polygons measurements. Transportation � 0 - 25 � Rails O 25 - 5o Source of Map: Natural Resources Conservation Service �.r Interstate Highways Web Soil Survey URL: O 50 - 10o US Routes Coordinate System : Web Mercator (EPSG :3857) � 100 - 150 Major Roads Maps from the Web Soil Survey are based on the Web Mercator O 150 - 200 Local Roads projection, which preserves direction and shape but distorts > 20o distance and area . A projection that preserves area , such as the 0 Background Albers equal-area conic projection , should be used if more O Not rated or not available �C5� Aerial Photography accurate calculations of distance or area are required . Soil Rating Lines � This product is generated from the USDA-NRCS certified data as 0 - 25 of the version date(s) listed below. � ,+ 25 - 50 a . 50 - 10o Soil Survey Area: Weld County, Colorado, Southern Part Survey Area Data : Version 21 , 5ep 1 , 2022 � ,� � oo - � so Soil map units are labeled (as space allows) for map scales �;�,;y 150 - 200 1 : 50 ,000 or larger. �,.y* > 200 � ,� Not rated or not available Date(s) aerial images were photographed : Jun 8, 2021 �1un 12, 2021 Soil Rating Points I � 0 - 25 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background O 25 - 5o imagery displayed on these maps. As a result, some minor O 50 - 100 shifting of map unit boundaries may be evident. O 100 - 150 O 150 - 200 I � > 200 34 Custom Soil Resource Report Table—Depth to Water Table ( Cervi Ranch Infiltration Depth to Water Table Map) Map unit symbol Map unit name Rating (centimeters) Acres in AOI Percent of AOI 49 Osgood sand, 0 to 3 >200 124 . 5 4 .5% percent slopes 63 Terry fine sandy loam , 3 >200 35. 1 1 .3% to 9 percent slopes 69 Valent sand, 0 to 3 >200 305. 2 11 .0% percent slopes 70 Valent sand, 3 to 9 >200 1 ,948. 8 70 .0% percent slopes 71 Valent-Loup complex, 0 >200 369. 0 13 .3% to 9 percent slopes Totals for Area of Interest 2,782. 5 100.0% 35 Custom Soil Resource Report Rating Options—Depth to Water Table (Cervi Ranch Infiltration Depth to Water Table Map) Units of Measure: centimeters Aggregation Method: Dominant Component Component Percent Cutoff.• None Specified Tie-break Rule: Lower Interpret Nulls as Zero: No Beginning Month: January Ending Month: December 36 Refe re n ces American Association of State Highway and Transportation Officials (AASHTO) . 2004 . Standard specifications for transportation materials and methods of sampling and testing . 24th edition . American Society for Testing and Materials (ASTM ) . 2005 . Standard classification of soils for engineering purposes . ASTM Standard D2487-00 . Cowardin , L . M . , V. Carter, F. C . Golet, and E . T. LaRoe . 1979 . Classification of wetlands and deep-water habitats of the United States. U . S . Fish and Wildlife Service FWS/OBS-79/31 . Federal Register. July 13 , 1994 . Changes in hydric soils of the United States . Federal Register. September 18 , 2002 . Hydric soils of the United States . Hurt, G . W. , and L . M . Vasilas, editors . Version 6 . 0 , 2006 . Field indicators of hydric soils in the United States. National Research Council . 1995 . Wetlands : Characteristics and boundaries . Soil Survey Division Staff. 1993 . Soil survey manual . Soil Conservation Service . U . S . Department of Agriculture Handbook 18 . http : !/www. nres. usda . gov/wps/portal/ nres/detail/national/soils/?cid= nres142p2_054262 Soil Survey Staff. 1999 . Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys . 2nd edition . Natural Resources Conservation Service , U . S . Department of Agriculture Handbook 436 . http :// www. nres . usda . gov/wps/portal/nres/detail/national/soils/?cid =nres142p2_053577 Soil Survey Staff. 2010 . Keys to soil taxonomy. 11th edition . U . S . Department of Agriculture , Natural Resources Conservation Service . http :// www. nres . usda . gov/wps/portal/nres/detail/national/soils/?cid =nres142p2_053580 Tiner, R. W. , Jr. 1985 . Wetlands of Delaware . U . S . Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control , Wetlands Section . United States Army Corps of Engineers , Environmental Laboratory. 1987 . Corps of Engineers wetlands delineation manual . Waterways Experiment Station Technical Report Y-87- 1 . United States Department of Agriculture , Natural Resources Conservation Service . National forestry manual . http : //www. nres . usda . gov/wps/portal/nres/detail/soils/ home/?cid =n res 142p2_053374 United States Department of Agriculture , Natural Resources Conservation Service . National range and pasture handbook. http ://www. nres . usda . gov/wps/portal/nres/ detail/national/landuse/rangepasture/?cid =stelprdb1043084 37 Custom Soil Resource Report United States Department of Agriculture , Natural Resources Conservation Service . National soil survey handbook, title 430-VI . http ://www. nres . usda . gov/wps/portal/ nres/detai I/soi Is/scientists/?cid =nres 142p2_054242 United States Department of Agriculture , Natural Resources Conservation Service . 2006 . Land resource regions and major land resource areas of the United States, the Caribbean , and the Pacific Basin . U . S . Department of Agriculture Handbook 296 . http : //www. nres . usda . gov/wps/portal/nres/detail/national/soils/? cid =nres142p2_053624 United States Department of Agriculture , Soil Conservation Service . 1961 . Land capability classification . U . S . 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M1 � N ., 4 .._ Ltt�� .t�� I[I iri;f�; T�=�� s - - -- � � � � F� - � � � URF.�,�CE _� � �� H � NIN � � FQ � !JJ'tY' 5LGF€5 �L�� i 1-1xS"+i. 3� 1 �1 a � � M _� CERVI DEVELOPMENT � � GENERAL NOTES: LovEtnN� o�cE BMP TYPICALS � 6'°6 No`� F�k`� A°eoue Kerr-McGee Oil & Loveland, Colorado 80538 P' P6oue 970•7764331 o� 609 s�RIDAN o�c� Gas Onshore LP SCALE : VAR I ES PAG E : 1 O F 2 � Se°9aa�awyom�R8z8o1 1099 18th Street JOB NUMBER : 17- 197 DATE : 4/ 14/23 o P6one 307•674-O609 � CONSULTING , LLC Denver, Colorado 80202 DRAFTED BY : KMG REVISED : Y 5edirnent Tr�� ST Table 1 . Sediment Trap S �zing Cl�art tor �7 : '! Fill Slapes , 3' dee�; �ft^2) Secliment TYc'lj7 �T �, roxirnate P�d Fil � Hei h� , B { ft ) 2 a s s ta � � Tatai Ditd� and Berni ��'r '� `. , `� ��r , = 4,: Diversian Lengih (a'& +,42), in �dF�,_ ' ; ,;., -, ' F ;�' � Pad Fill Portwun, DiWerliaiy to � � � R.�e�., � - % % �-� � Lr�w Point 5edin7ent Tra (ftJ Area of 3 .a ' Dee Sedament lfra ft^ 7 ` � r1 � � ��` ��`` ^' '� l�� Nl � �1J i ' rl I �'� 2ao � Qa . uo � oa_�� oo.o�a � �o.o�a � s� _�a� � �o . �o � U� �, -. , .� `( . L�7V4`POINT V�EIR , l- 1 ' LUWER '�� , -� , ,'" l :t�°� .I IT l., l' � � ao � oa . o� iaa.00 i �o .a� i �at .DQ 19�7 .d0 23CI. G� THAPJ SURROUI'dDIPdG BEP.M] �' � '� % � '�"{ � -._�r•i �•, � , EkCAVHTIUN • ' �I �; 40G 1Q�l . CMp 10L� .C� O 150.6G� 2��O.I��(7 2b0 .f�� ?40_ C4Q v�ow j � ' '� . '' �.� �� 6fl 900. U0 13G .00 190.L10 25Ci.0� 32C1 .G� 380. 60 � -` - � ,� `I �� I. - � o� �ni �i / ��1� , � ��., eew�n � � < T ./� �, 04 � Qa . ua i �a .00 i�� .00 ��o .o� .a�� .ao 45a . �o � -. � �_� � � — i ::::::::� �� 70(7 1 �O . a0 1 +�0 .0{I 27fl .60 3.Fi�1 .dC9 4-4D.Da 534 . D0 � — - ---___ .:::��: I " 9" MIN SEDIP�IENT CGNTROL $ OU 1L�O . U'0 20LP .04 3�JU .170 �4C1 .UL� t4G .U0 �:��U . OU EXISTINGGROUND ' _ �:�:.::. - LOGPROTECTIONATBASE �I [4O 12D . O� 23L�.�O :.4� .C}O 4�5O .aCi �717 .��Y �l3O. QQ ANCHOR EROSION � ' CRCJSS SECTION A-A OF BERM COhITR.OL6LA�JKET � EXCPVPTE FfJP. REQUIP.ED STORP.GE "IQad 13� . a6 2.`_�a .�CJ :�,`�J .C1Q 50�]_CI�1 C�3� .CV0 75fl . G0 BELON�1 GRADE [TYFIrAL 10:� 10' x 3' DEEP FRnlv1 TOR 1 I [�0 14� . Q� 28a.�0 42�J.Of� 5�{].QQ 69� .Q� 83�. a� oF [E �M) 120C� 1 ��Ci . fJO 3�10 .0�i 45D .�IJ 6c]fJ .OQ 75C1 .U� �6fJ. U� 1 :30C1 97Q.6� 330 .QG 49(7 .d(7 6�{7 .Q0 &2t] .00 980_Q� '� ,�'�� , 144d 1 �30 . i�u 3��=t.00 F,3Ci .C�u 7�CJ .0� ,'��4D .CJ� 405Ci .0� �' '�:' I ; ��i� 15a� 1 �{J . l�� SO .��J �7U:.C10 7;��7 .QQ J4V7 .11d � 13a .ad EROSION CONTkOLBLANhET I� I ! ' COVERINGLUVVPOINTW'EIR '�, , � � � sao zoa . �o a�a .ot� �oo .oa �oa .o� � oaa .oc� t �ao .00 Secliment Tr��n ST � ;f.�� 1ro�� a . 00 asa.oa saa .ao a�o .00 7o�a .00 � �sa .oQ , -='t ; , � �'�' = ` ^ � T L 186d 23D . Od �5Q_OU �8(] .00 90iJ .00 4 'I ?r}_Q� ₹ 35t1 .00� , " -� ` ' ` � �� ` ' m A � �� I ;: � sn� ��a. ac� aaa_o� �2a .aQ s�o .o� s � sa.o� 1a�� .�c� '��, , , .� , �,. � , 200C� 2�U . C1'r� �iD0 .0{1 75fl .0L� C (�DD . OG� � 250 .00 Y50D .C1G I� �:[T_r— Fcaw ��$ � � `/�". • � i � �; ^LBER, 1 �[ -�C-- , , ;:�i��. : .: i-��=� I � �� I � I-F�- C -=- . , `�.:;f: . . .. � --Ll L l� _l�I � • Bitck� �znd berui dit-ersia� len�tli �.ised t� size secliui�nai trap is rueasured o�ly aloug tl�e fill � � nr r�� . • • j � ` �761Y1OI] Of LtkC F18C1. ` I Emnankman� ,_.��- - _ - . . ! �� ,� • �2iinl7l2 t'YIOISE CIY[' O1,lC2f 2i��2 4f L:�lE fj1S'2fSIL7ll �]P1�3.. ^� 7 � .' _ . 3i�Nr..v I 'v.� or 9" MII�� SED� NIEPIT CO�� TROL f , ' r "°�"'" �""�"i° L�G PRC7TE CTI OIV AT BASE If suialti le lowt- oint seduueut tr� s are Lxsed becai�se of site co�aditions. avlv incPudz the � H1�""`op��;, ' � F` P � - � , � '-� OFBERM UNDISiURBEDHREH dic�ersiait leFagt� dr€u�iske to tlie sec�iuient era� l�eiva coiistnicted ck�lizti sv�n¢. " � • :�.}�proxiuiate P�d #"iZl heYglit (B � sli�tll b� uiz�si?rzd fi4 TI12 IP�1' �74711t. OS LS'I12F2 TI1Q I , � � i I Size pf firap n,n. I seeiuneut tsa�� as Uzing coxLstnicted. uzd r�+xanded i�p to the iie��reyt s�xten-al iu Tablz 1 . j � varies i '� [':�.:c�ruct sml�l»wy o-1 rrh�n. � 0 m YIl3N' b(iiR.R, W91�IFR FYIdIIY . � , - EJI' 16n� iSue tle1a145) . � _ . . _.. - . . . - m ;�AJ� '�g ��•. . M -! � — b �i $I�kn (ip ytlal�ctl Ivv �! c Ip?gl 'I B" F.�Inw qr�An) w - '-'�p` Ana¢ua[e vciume [a -'—' a . :\_ i"Ufl^.�'4111 �]c^SI�]fl nWA5 . a�v1I� �CI1Gdif151d�slllWl � ? � � �� r ' �.-__J____l- __ .- . IUVlluteJY �,.� w - � — �.r' , , � � � - ' � � � Sipx� (InPWllc4lq� at f _ � i � E ��1 � HlnRan IPar.i t2' bnlaw9rcr]a) - -1 . ' � . ', � � " . u .__ 611usOc+w . . i '.I � , I p� OV�I9RRI $IP3W SY3�l`£ CY _ . .,� �� . . . I I ' � . w yYe[IIeS — ' i'Y ' � o � �� = � � LL � Ri�] ��1�1 IJ� L�1!]SIOI� . . � i . I W GOnVGFb13�lI�M � � � ¢ ;. �� . A� '. � - � - . g .. �` �.- - . . . ¢ �� ' �\. . � i �-.,� '�+�i p . . . :.�. _ .. �. ` . _ . , a._ �-1 . ��$9 •-�-ti "i6. O iQ1�rhW IlCF�4h . �' •� . . �A�-•' � � . Smap rirprap . . . . . . J . . �AFtmildl� � . . gGW a fJl ��1'faU *JI Un9v�nf �pplpoRai9 �� Vdf�45 . � JftklNnklrir;ll: � �-A� � � . '+I:fn P^nc'R+" �1r,pt! `w m � � w r� r 1' v �1 p r 4� , / . Ce.l?st-f�e F �: ! _ � di �`! o - .. � , V . WcirCfe�! n i . 0 � �� . � 's � ^,�' . � 4. w � � . . . � � � �� lRntin � . . . .�� r�� a a � r2:taree F99nxJaio . � . +c . ¢ 0 � M04 -f5 9CML- � CERVI DEVELOPMENT Y H ¢ GENERAL NOTES: LovEtnN� o�cE BMP TYPICALS ;' 6706 Nort6 Frankliu Aveuue Kerr-McGee Oil & � Lovelaud� Colorado 80538 �' P6oue 970•7764331 o� 609 s�RIDAN o�c� Gas Onshore LP SCALE : VAR I ES PAG E : 2 O F 2 � $6e0r'9idanaWyomnR8z801 1099 18th Street JOB NUMBER : 17- 197 DATE : 4/ 14/23 c, P6one 307•674-0609 Q CONSULTING , LLC Denver, Colorado 80202 DRAFTED BY : KMG REVISED : CDOT Permit No. COLORADO DEPARTMENT OF TRANSPORTATION 419110 STATE HIGHWAY ACCESS CODE State Highway/Mile PcrsUS�de 034A / 128 .772/Right NOTICE TO PROCEED Local Jurisdiction Weld County Permittee(s) : Applicant: Cervi Enterprises, Inc. Sam Samet P.O. box 1930 1099 1 Sth Street Greeley, Colorado 80632 Denver, Colorado 80202 (970) 356-6000 (720) 929-3317 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 authority) By Title Date (X) This Notice is not valid until signed by a duly authorized representative of the Department Colorado Department of Transportation By Title Date (X) Assistant Access Manager 09/04/2019 Copy distribution : Re uired: Make copies as necessary for Form 1265 8/98, 6/99 Region (original ) Local Authority Inspector Applicant MTCE Patrol Traffic Engineer Staff Access Section COLORADO DEPARTMENT OF TRANSPORTATiON CDOT Permit No. STATE HIGHWAY ACCESS PER� IT _ a� 9 � � o State Flighway N0 ! Mp ! Side 034A / 128. 772 / Right Permit Fee Date of Transmittal Region / Sectian ! Patrol ! Name LoCal Jut�5diCtlon $100. 00 07l09 /2019 � 4 / 09 125 Weid County The Permittee(s): The Applicant(s}: Cer�i Enterprises, 1nc. Sam Samet PO Box 7930 109918th Street Greeley, Colorado 80632 Denver, Colorado 80202 (970) 3S6-6000 (72p} 929-3317 is hereby granted permission to have an access to the state highway at the location noted 6elow. The access shafl be constrocted, maintained and used In accorclanoe with th9s permR, including the State Highway Access Code and any attecriments, tertns, conditians and exhibits. Th�s permif may be revoked hy the Issuing Authority if at any time the permitted access and Its use violate any parts of this permit. The issuing authority, the Department and their duly � appointed agents and employees shall be held harmtess against any action inr personal injury or property damage sustained by reason of the exercise of the Permit. Location : The access is located on US Highway, a distance of 4,074 feet east of Mile Post 128 on the south/right side. � ACC@55 t� PidVld@ S2NIC@ t0: ¢and Use Code} (Size) (Unifs} S88 - DiUGas Field 1 Each 997 - Agricu{ture 9 Each Additior�al l nformatian : �� MUNICIPALITY OR COUNTY APPROVAL Required oniy when the appropriate local authority retains issuing authority. 5ignature Print Name Date i Title � � Upon the signing af this permit the permittee agrees to the terms and conditions and referenced attachments contained herein, AN construction shall be completed En an expeditious and safe manner and shali be finished within 45 days from Ini#iation . 7he permitted access shaU be completed in accordance with the terms artd conditions of the permit priar to being used. The permittee shall notify Bruce Bamett with the Cotorado Departmeot of Transportation, at (970) 350-2147 at least 48 hours prior to commencing constructian within the State Highway right-of-way. The person signing as the permittee must be the owner or legal representative of the property served by the parmltted access and have full authority to acaept the permit an� �ts terms and conditivns. � Permitfiee Si�natur� . Print Name Date — , _-��t_ �.� � �� Q m � � � / 16 / Z � � 9 o-Permittge Signature: (if applicable) Print Name Date - - This permit is not vaiid until signed by a duly authorized representative of the Department. COL�RADO DEPAR`fMENT Of TRANSPORTATION Signa a I Print Name i Title Date (of issue) � - � _ i `'fi �"C�� Copy plstrlb on: � equlred: Make copies as necessary for: Previoua d'Rione are obsolete and may not 6e used 1 .Region 3.Staff Access 5ectlon Lacel Authorily Inepector Page 1 ot S CDOT Form #70f 6P07 2Applipnt 4.Gentral Files MTCE Patrol Traffic Engineer State Highway Access Permit PERMIT EXPIRATION Form 101 , Rage 2 1 . A permit shall be considered expired if the access is not The following paragraphs are excerpts of the State Highway under construction within one year of the permit issue date Access Code. These are provided for your convenience but or before the expiration of any authorized extension. VNhen do nat ailev�ate compliance with all sections of the Access the permittee is unable to commence construc#ion within one Code. A copy of the State Highway Access Code is available year after the permit issue date, the permittee may request a from your lacal issuing authority (local government) or the one year extension from the issuing authority. No more than Colorado Department of Transportation (Department) . two one-year extensions may be granted under any When this permit was issued , the issuing authority made its circumstances. If the access is not under construction within decision based in part on information submitted by the three years from date of issue the permit will be considered applicant, on the access category which is assigned to the expired . Any request for an extension must be in writing and highway, what altemative access to other public roads and submitted to the issuing authority before the permit expires. streets is available, and safety and design standards. The request should state the reasons� why the extension is Changes in use or design not appraa�ed by the permit or the necessary, when construction is anticipated, and include a issuing authority may cause the revocation or suspension of copy of page 1 (face of permit) of the access permit. the permit. Extension approvals shall be in writing . The local issuing authority shall obtain the concurrence of the Department APPEALS prior to the approval of an extension, and shall notify the Department of all denied e�ensions within ten days. Any 1 . Should the permittee or applicant object to the denial of person wishing to reestabiish an access permit that has a permit application by the Department or object to any of th� expired may begin again with the application procedures. An #erms or conditions of a permit placed there by tha approved Notice to Proceed, automatically renews the Department, the applicant and permittee (appellant) have a access permit for the period of the Notice to Proceed. right to appeal the decision to the [Transportation] Commissiora [of Colorado] . To appeal a decision, submit a CONSTRUCT[ON request for administrative hearing to the Transportation Commission� of Colorado within 60 days of transmittal of 1 . Construction may not begin until a Notice to Proceed is notice of danial or transmittal of the permit for signature. approved. (Code subsection 2.4] Submit the request to the Transportation Commission of Colorado, 4201 East Arkansas Avenue, Denver, Coloradct 2 . The construction of the access and its appurtenances as 80222-3400, The request shall include reasons for thQ required by the terms and conditions of the permit shall be appeal and may include changes, revisions, or condition� completed at the expense of the permittee except as that would be acceptable to the permittee or applicant. provided in subsection 2. 14. All materials used in the construction of the access within the highway right-of-way or 2 . Any appeal by the applicant or permittee of action by a on permanent easements, become public property. Any local issuing authority shall be filed with the local authoritK materials removed from the highwa� right-of-way uv�`ll be and be consistent with the appeal procedures of the local disposed of only as directed by the D�partment. All fericing , authority. guard rail, traffic control devices and other equipmen� and materials remoued in the course of acGess construction shall 3. In submitting the request for administrative hearing , the be given to the Department unless otherwise instructed by appellant has the option of including within the appeal a the permit or #he Department inspector. request for a review by the Department's internal administrati�e review committee pursuant to [Code] 3. The permittee shall noiify the individual or the office subsection �. 10 . When such commiftee revisw is requested, specified on the permit or Notice to Proceed at least two processing of the appeal for forma� administrative hearing, working days priar to any construction within state hig�way 2. 9(5) and (6), shall be suspended until the appellant notifies right-of-way. Gonstruction of the access shall not proceed the Commission ta proceed with the administrati�e hearing , until both the access permit and the Notice to Proceed are or the appeltant submits a request to the Commission or the issued. The access shall be completec�, in an expeditious and administratiue law judge to withdraw the appeal . The two safe manner and shall be finished within 45 days firom administrati�se processes, the interr�al administrative revievir initiation of construction within the highway right-of-way. A committee , and the administrative hearing , may not run construction time extensfon not to exceed 30 working days concurrently. may be requested from the individuaf or o�ce specified on the permit. 4. Regardless of any communications , meetings, administratiae reviews or negotiations with the Department 4. The issuing authority and the Department may inspect or the internal administrative review Committee regarding the access during construction and upon completion of the rev'rsions or objections to the permit or a denial , if the access to ensure that all terms and conditions of the permit permittee or applicant wishes to appeal the DepartmenYs are met. Inspectors are authorized to enforce the cond�tions decision to the Commission for a hearing , the appeal must of the permit during construction anc� fo halt any activities be brought to the Commission within 60 days of transmittal within state right-of-way that do not comply witt� the of notice of denial or transmittal of the permit. provisions of the permit, that conflict with concurrent highway construction or maintenance work, that endanger hig�way property, natuFal or cultural resources protected by law, or the health and safety of workers or the public. 5 . Prior to using the access, the permittee is required tQ 19 . By accepting the permit, permiftee agrees to save, complete the construction according to the terms and indemnify, and hold harmless to the axtent allowed by law, conditions of ihe permit. Failure by the permittee to abide bK the issuing authorfty, the Department, its officers, and all permit terms and conditions shafl be su�cien# cause foc employees from suits, actions, claims of any type or the Departr�ent or issuing authority to initiate action tQ character brought because of injuries or damage sustained suspend or revoke the permi# and cl�ose the access. If in the by any person resulting from the p�rmittee's use of the determination of the Department or issuing authority the access permit during the construction of the access. failure to comply with or complete the construction requirement� of the permit create a highway safety hazard , CHANGES IN ACCESS USE AND PERMIT VIOLATIONS such shall be su�cient cause for the summary suspension of the permit. If the permittee wishes to use the access prio� 1 . It is the responsibility of the property owner and to completibn, arrangements must be approved by thQ permittee to ensure that the use of the access to the prope►ty issuing authnrity and Department ar�d included in the permit, is not in violation of the Code, permit terms and conditions or The Departr�ent or issuing authority may order a halt to anyr the Act. The terms and conditions of any permit are binding unauthorized use of the access pursuant to statutory and upon all assigns, successors-in-interest, heirs and regutatory powers. Reconstruction or improvement of thq occupants. If any significant changes are made or will be access may be required when the permittee has failed tQ made in the use of the property which will affect access meet requir�d specifications of design or materials. If anyr operation, traffic volume and or vehicl� type, the permittee or construction element fails within two years due to improper property owner shall contact the local issuing authority or the construction or material specifications, the permittee shall ba Department to determine if a new access permit and responsible for all repairs. Failure to make such repairs ma}� modifications to the access are requir�d . result in suspension of the permit and closure of the access. 2. When an access ts constructed or used in violati0n of 6. The permittee shafl provide construction traffic control the Code, section 43-2-147(5)(c), C. R,S . , of the Act applies . devices at all times during access construction, in The Departme�t or issuing authority may summarily suspend conformance with the M. U .T. C. D. as required by section 42, an access permit and immediately order closure of the 4- 104 , C. R.S . , as amended . access when its continued use presen�s an immediate threat to public health, welfare or safety. �ummary suspension 7. A utility permit shall be obtained for any uti�ity work within shall comply with article 4 of title 24, G. R. S. highway right-of-way. Where necessary to remove, relocate, or repair a traffic control device or p�lic or private utilities for MAINTENANGE the construction of a permitted access , the relocation , removal or repair shall be accomplished by the permittee 1 . The permittee, his or her heirs, successors-in-interest, without cost to the Department or issuing authority, and at assigns, and occupants of the prop�erty serviced by the the direction of the Department or utility company. Any� access shall be responsible for meeting the terms and damage to the state highway or ather public right-of-waK conditions of t�e permit, the repair ar�d maintenance of the beyond that which is allowed in the permit shall be repaired access beyond the edge of the roadw�y including any cattle immediately. The permittee is responsible for the repair ofi guard and gate, and the removal or clearance of snow or ice any utility damaged in the course of access construction , upon the access even though deposited on the access in the reconstruction or repair. course of Department snow removal operations. Within unincorporated areas the Departme;nt will keep access 8. In the ewent it becomes necessary to remove any right- culverts clear� as part of mainten�nce of the highway of-way fence, the posts on either side of the access shall b� drainage system. However, the permittee is responsible for securely braced with an approved e�d post before the fence the repair and replacement of any a�cess-related culverts is cut to prevent any slacking of the remaining fence. All within the righF-of-way. Within incorporated areas , drainage posts and wire removed are Department property and shall responsibilities for municipalities are determined by statute be turned over to a representative of the Department. and local ordinance. The Department will maintain the roadway including auxiliary lanes and shoulders, except in 9. The permittee shall ensure that a copy of the permit is those cases where the access installation has failed due to available for review at the construction site at all times. The improper access construction and/or failure to follow permit permit may require the contractor to notify the individual or requirements and specifications in which case the permittee office specified on the permit at any specified phases in shall be responsible for such repair. Any significant repairs construction to allow the field insp�ctor to inspect various such as culvert replacement, resurfacing , or changes in aspects of construction such as cc�ncrete forms, subbase, design or specifications, requires authorization from the base course compaction , and materials specifications . Minor Department. changes and additions may be ordered by the Departmeni or local authority field inspector to meet unanticipated site conditions. Form 101 , Page 3 10 . Each access shall be constructed in a manner that shal! not cause water to enter onto the raadway or shoulder, and shall not interfere with the existing drainage system on th� right-of-way or any adopted municipal system and drainage plan . � COLORADQ DEPI�R'fllUIENT OF TRANSPORTATlON Environmental Gi,earances Information Summa PURPOSE - TMis summary is f�tended to inform en4ities extemai to COOT that may be entering #he siate highway right-of-way to perForm work related #o their own faeiiitles (sucfi as U41ity, Speaal Use or Access Permittees), about. some of the more c�mmonly encountered environmer�l permits/clearances that may apply to their activities. This fisting is not all-inclusive - add'itional environmentai or cultural resource permits/clearances may be required in cerkain instances. Appropriate local, state and federai agencies should be corrtacted for additional information if there is any uncertainty about what perrnits/clearances are required for a specific activity. 1MP0RTANT - Please Revfew The Following informat�on Ca�+efuNy - Fallure to Coer�pfy Wtth Regutatory Re. uirements Ms Result fn aus ension:o[ Revocatior� of You�r CDOT �ermit, Or Enforcement Actions B _Qther A encies. CLEARANCE CONTACTS - As indicated in the permit/dearance descriptions listed below> fhe foHowring indiv'iduals or agencies may be contacted for additional information: C Colorado Department of Pubiic Health and Environment (CDPHE): General Informa�on — (303) 692-2035 Water Quality Control Divisi�n (WQCD): (303) 692-3500 Environmental Permitting Website a�TM � ��, ��s, , _ � a. r � .�� r , " ��,� � ,° � �° � �� q �� e u�� -. —.,.:...,� � .Y �. ' _ _ O 4 -9 rr+ a ��u w . CD0T Water Qualiiy Program Manager:�(303) 757-9343 � 3 <<._� �� ,� . u,�; ,�, n,�a�� e ��. ' ��:a��rsa�f�s�� n��r�en�adf�a�� c �w+��°�� . CDOT Asbestos Project Manager. Phil fCangas, (303} 512-5519 . Colorado Office of Archaeology and Historic Preservation: {303) 866-5216 . U:S. Army Corps of Engineers, District Regulatory Offices: Omahla District (NE CO), Denver Office {303) 979-4120 ��' IY �iS4/i'�N��u+J ��aRe��u�. C9eeL �� l'i��if� �Ile �� '��1 �R4' `• / a�� ".. 1 i �qy '�'ry — � ._, 8'�'�'i�7a �: �'��.s�a��_ �4�_l�.�.i. �.39a`;��&"3f �c�` C11i�, fi��.z�"��7sa'�i�.�uC7X Sacramento Dist. (VUestem CO), Grand Junctian Office (970) 243-7199 `�3�"��°+ jz`e�`U�e`�5b�e��i�. .�a�u:u";. F � v�l'ed. y7h8��8a��'"��?'�' �a�:s'�$w%��' ��,+� Afbuquerque District (SE CO), Pueblo �ce (7p19)-543-9459 �„"1.�4 h JS��lN+flEIFR�Mf �. �rr '�w� i • i� -�T') 't1dP '�)!'lva,� � "' 20 .tv �I �' I � l c�- � � rv'I'n�_ � r v �a�:ct, .F �v .+� ai �w� ' . �. ww��. �� cy._,.�w S� d��Wts,4v..��1 �3 ...,r�a. qa2 �"e��'�, ��`m.tt4'zY1�D � �� slp '�'["3$�f�.�.P��cF�: . — . — . . . — . — . . . - - . -.. - . .— . • CDOT Utilities, . S ecial Use and Access Perrnittin : 303 757-9B54 ��a� �:s�9��,v��,�,��.�a��$b��s�J crr�3ks Wildlife Resources - Disturbance.of wildiife shall be avoided to the maximum extent practicabie. Entry Into areas of known or suspeated threatened or endangered specles habitat wiil require speciel authoNzaUon from the CDOT permitting office. If any threatened or endangered spe�ies are encountered dur�ng the progress, of the p'ermitted work, work in the subject area shall be haited and the CDOT Regional Permitting Office and Region 'Planning and Environmerttal Manager sha11 be c�nta�ted immediately. Authorization must be pro�ided. by CDOT prior �to the continuaUon nf work. Information about threatened or. endangered species may . • �,. , , a , � o . . ., be obtained from the CDOT website. ��,.�, ,3,, ��;�ae.�� e��_�c,��•�.��,��>;�r�tr��r�w�°�a��,l��I�.�rs��x��aR�� .}�. or the Colorado Parks and Wildiife (CPW) website, E+� �� •�„ � � :_, �.: ,;.�� ,r;�� a� �,�a.��a'��t�:��r.��7� �� Y� C�br��°��-� s.�,��,��r��a:rg r S;�r._�. Additional guidance may be rovided b the a ro rlate Re iocn Plannin " and Envlrqnmental Man er RPEM . Cultural Resources - The applicant must request a file search of !he permit area through the Colorado Office of Archaeology and Historic Preservation (OAHP), Denver, to ascertain if historic or archaeologicai resources have pre�iousiy been 9dentified (�h � . � p , , . , _„� _„ _. ,� � � ,«. ,,.�.�,. � ,��•. lrnento of the etmit area b a ualified cultural ' 9> , . . ,,�� .. :��r� , �, «�. .;.r � o,�,�f��. � aJ� ra. , ��_.,_ �..� .� x,� ;). r!! p Y �� tesourcesspeGalistmaybe necessary, per the recommendation of CDOT. If archaeological sites/artifacts or historic resourc:es are known to exist prior to the initiation of the permitted work or are encountered as the project progresses; ail work in the subject area shail be halted and the CDOT Regional Permitting Office and Region Planning and Environmentai Manager shall be contacted immediatefy. .Authorization must be provided by CDOT prior to the continuabon of work. Additional guidance may be provided by the Regional P,ermitting Offics and RPEM. Contact /nformallon: Contact the OAHA for file searches at 3Q3 866�i296. Paleontolo�ical Resources - Ths applicant mu§t request a fossil local'ity file search through #he University of Cqlorado Museum, � Boulder (��:u� :��°��s��.�g�s��3�.�d�.'��s��s�z."u�9��;��i�ca�1�� ca��?, and �e Denver �Auseum of Nature and Sclence (h� u;�,rp�r�,��.��a��.��;��w�I�c�ll€��+sr�o`��#8��a��r�94��r�sn�1) to ascertain if paleontological resources have been previously identified In or near the pemiit area. Inveritory. of the permit area by a qualified paleontologist may be. necessary, per the recc4mmendation of CDOT. If fossils are enGountered during the permitted work, all work in the subject area shal{ be halted and the CDOT Regional Permifting Office and Region Pfanning and Environmental Manager shall be contacted immediately. Authorization must be pro�ided by CDQT prior to the continuation of work. Additional guidancg may be provided by the Regianai Pectnitting Office in the Permit Speaal Provisions. �ontact fnfom►�tfon: $ee the museum websites iisted above for Paleontologlcal Collections Manager contact infarmation: Contact the CDOT Paleontologist for furkher information. at:��;�A .��v��m��as.�� or (303) 767- 9632. The CDOT Paleontolo ist will not conduct a :oom rehensive file search snde andentt of the museums. iiazardau -�RateNals. Soii� "I�aste - The Solid Wastes Disposal 5ites and Faci#ities Act C.�.S, 3p-20-10Q; et al, and Regulations Pertaining to Solid Waste Disposal Sites and Fac�itias (6 CCR 1007-2), prohibit solid waste disposal withaut an approved Certificate of Designation (a landfili permit). The C.olorado Hazardous Waste Act C.R.S. 25�15-3U1 et ai, and the Colorado Hazardous Wasfe Regula�ons (8 CCR 1007�3) prohibit the transfer, s#orage or disposal (TSD) of hazerdous waste except at peRnitted TSD sites. There are no permitted landfills or TSD sites within the Stafe Highway Right of Way. Therefore, all solid or hazar+dnu$ wastes that might tie generated by #he activities of entities entering the State Highway Right of Way must be removed from the ROW and disposed of at a permitted faality or designated collection poini (e.g., for solid wasts, a utility or construction company's own .dumpster). If pre-existing solid waste or hazardous materials contamination (inctuding oil or petroleum contaminated soil, asbestos, chemicals, mine tailings, etc. ) is encountered during the performance of work, the permittee shall �halt work in the affected area and immediately Contact the CDOT Regional Pertnitting Office fior direction as to how to proceed. Con�c! lrrformat�an: Theresa Santangelo•Dreiling, CDOT _Wazardous Materials Mana et�ent Su ervisor: 3D3 512�5524.. Asbestos Eot�talnina NlafieNals. Astsastos CantaminaEecl Soi1 - All work on asbestos containing materials (ACM� must comply with the apPlicabie requiremen#s of the EDPH. E Air Pollution Control Division's (APCD) Regulation 8. Dispasal of ACM, and work done in as.bestos-cflntaminated soil, must com I with tlie CDPHE Hazerdous Materia4s and1lVaste Mana ement Division's HMWMD Solid Environmental Clearances Information Summary Page 1 of 3 Coloradn Department of Transportation August 2017 VNaste Regulations. The application for any CDOT permif must spec'rfically identify any ACM invoived in the work for wHich authorization is being requested: Additional guidancs or requirements may be spedfied fi the permit speaial provisions. Contact Info: CDPHE APCD and HMWN9D Regulations can be accessed �ia the COPHE Environmental PeRnitting Website listed above. Additional informati.on c�racemina clearance on CD�3T nroie_c_t� is available from the CDOT Asbestos Project Manager (3�3) 512- 5519, or Theresa Santan efaDreilin , Hazardous Materials Mana ement Su ervisor: 303 512-5524. '�ransportation of H�zar+�ous Material� - No person may offer or accept a fiazardous .material for frensportatlon in commerce unless that person is registered in conformance with the United States Department of Transportatiun tegul.ations at 49 CFR, Part 171 . 'fhe hazardous material musfi be properly classed, described, packaged, marked, labeled, and in condition for shipment as requir�ed or authorized by applicable requir�ements; or an exemption, approval or registration has been i�.gued. Vehicles requiring a placard, must obtain authoriza#ion and a State HAZMAT P.ermit from the Colorado Pu61ic Utilities Commisston. Contact lr�formation: For . authorization and more info cail the Federa) Motor $afety Carrier Administration, US DOT for inter- and intra-state HAZMAT � Re istration 343 969-6.748. Colorado Puplic Utilities Commission; 303 894-2868. _ Disc �e .of Dredaed ar Fill Material - 404 Permits Administered Bv the U.S. Armv Coro� of Enaineers. and Section 401 Wate 'r Qualitv Cerlifications issued bvfhe CDPHE WaCD - Corps of Engineers 404 permits are required for #he discharge of dredged or fill materials into waters of the United S#ates, including wetlands. There are various types o# 404 permits, inciuding hationwide permits, which are issued for activities with relatively minor impacts. For example, ttiere is a nationwide permit for utility line activities (nwp #12). Depending upon the specific ciraumstances, it is possible that ei#her a "general" or °individual" 444 permi# would be required. !f an indivldual 404 permit is required, section 401 water quality certification from the CDPH� WQCD is also required. Contact the appropriate Corps Distrlcf Regulatory Office for infomnation about wha# type of 404 permit may be required contact informa�on ebove . Contact the CDPHE Water Quali� .Cont[ot Division at 303 682-3�00. . Workin� an or In anv stream ortts lbank - In order to protect and preserve the state's flsh and wrildlffe resources from actions that may obstruct, diminish, destroy, change, modify, or vary a naWr�al existing stream or its banks 4r tributaries, it may be necessary to obtain a 5enate :Bill 40 certificatfon from the Colorado Department of Natural Resources. A stream is def ned as 1 ) represented by a solid biue line on USGS 7.5' quadrangle maps; and/or 2) intermittent streams providing live water beneficial to fish and wildlife; and/or 3) segments of streams supporting 25°k or morre cover within 100 yards upstream or downstream pf the project; and/or 4} segments o.f streams having wetlands present�witfiin 200 yards upstr+eam flr downstream of ihe project measured by valley length. The CPW application, . as per guidelines agreed upon tiy CDOT and CPiJV, can be accessed at �r�'�,�J,��?��,��"-b;;��;�,e �,�'��,r��+�o��b,,,��, .•;2;,. � .�b'�LT'aJ1 t24'�p�i�sU ��.i�t1'b�dF`ilai� • • • , Stomiwater Conslruction P�rmit (SCP3 and Stormwater Dischars�e Fro�n lndustrial Facilitles � Discharges of stormwater runofF from construction si4es disfufiing one acre or more - or certain types of industrial faalities, such as concrete batch plants - require a CDPS Stormwa#er Permit. Contact InPorinatfen: Contact the. CDPHE Water Quality Gontroi Division at (303} 692-3500. Website: a . , , I , , ��. '& !rp+. 3 ;�, 'i,. tiA ' -oii'`Fhy �, �'� ..� �-:i'Pr � 7a � ..s'�, .vPyu � �..ri��M1 ^� + "�° v:a.3v a A1..e n� �p � ^'.`Ae�. i��S � '�.��;r-s �.. r't�,myl�:. � ;S ..a.. :� .. ti �... �.a �jA {�� .. yy. r� . i$'�YY ': y? � n �ai 'ym� .q. �.1e - . ✓^ya €�� ^ <d .+�ykW� Y� .�,..�u�Y '� u,� .$�,�yc�. � c"9�dY�,c7$v 4� �i8 .iJ'� aY«l , . zu1 , �W.x,a,.Ya .��a T l �4r .,,� .s�'^iand [ a4&k *ey..ui.��, '�yy��J ,tlr�,, ,�,4 a��.�,��..vmdw .��6`� q" � +�+� : F �iw �.r.o- �«� ��_ �� .. t.. _� —__ �,-.� -�s . - ,.� � y�_� _�.� . -, .r -�a:.�........ . - �, - _ a..° y i_�k� y .F� �4rp � Y � . . . . . .-...,.,. � - . ' . C1a�.ra ��:�`.r1!" ��.d "� ��L"zs. Construction Dew�terin� �}i��i�►A�a� �nflitratlon_1 and Rerrtisdiatlo�s Actlrr�t�'Es - Discharges of wate� encountered during excavation or woNc in wet areas may require, a Construction Dewatering or Remediation Activities Discharge Permit. Contsct Miorn►adan: For Construction Dewatering and Remediation Activities Discharge PeRnits, contact the CDPHE WQCD at (303) 692- 3500. Far lications� and Instructlons CDPNE website � r � ��t� °�� '��/�'��k��.�� ti� � �,q�T W�� a- ~°°��A ,�'� ��S�� R �' � ,-- r�T��r�-,, �,�-�p$,� . �. aJ &b�w a s�. , . 't� at�.e�44°r�Ut6-0 ' d �u.� _ al +B.Ye'��'�ilJ ' �C��9t�a'd. £w- e+��➢ YYSi$�n Munlcipal3e�arate Starm Sewer Svstem (MS41 Discharae Permit - pischarges from the storm sewer systems of larger municip�lities, and from the CDOT highway drainage system that lies within those municipal'ities, are subject to M54 Permib issued by the CDPHE WQCD. For faailities that lie within the boundaries of a municipality that is subje�t to an MS4 permi#, the owner of such facility should contact the municipality regarding stoRnwater related clearances that may have been established under that municipalit�J's MS4 permi#. All discharges to the CDOT highwaydrainage system or within the Right of Way. (RO1�V) must comply with #he applicable provisions of the Coloradv Water Quality Controf Act, the Watsr Quality Control Commission (WQCC) Regulations � r;Y�x��r��t� c�E��.�c�, ��:� _ ��wt��a�3�ar��r��;��3��a�m, ,�,��:��d'��'�a.��'��_.�) and tfie CDOT MS4 Permit # CflS- 000005 ,��r��.�,��?�;��_��°„ f�:�� .�r��r,��a�td�s-s�i�a�g�a�°�rf��a��w��o�ld��.��a��). Discharges are subjectto inspection by CDOT and CDPHE: Contact the CDPHE Water Quality Cor�trnl Division at (303) 692-3500 for a listing of municipalities r+equired to obtain MS4 Permits; or go to , �, ��.�'�� t��,��t&��.�la�A��t�{��m�q�=a��c��i s��°�s��. For CDOT-related MS4 regulations, 90 to: � l N rit 1 �PA i b { oar �/ {s �£A v` �'1T� J ipu+a R-0WJ 1n� �{ �9934 lyn r r d � . .y.y reNa .i..r i ! x� '�IN1a^ I�T� n ^ rt (� ry � p {, y� y�'� �qyg • -�v p � p� ` ell� Ye� kYi'iJd �B'�`�s��'.B`..�'4+i.aV� �u �}� by�`�.J�iFb'.�IY�IY�'3.�YL4tiv �.Yi�o . . a9 .�r�l �1 ��.{. n � 'Li�deG 4 �Jx�.i. � . . A. ✓i ".Cv. �.�1liliii � �. a'�tl + �� . . . General PrQkribition.- �lscharr�es - All discharges are subject to the provisions of the Coloradu Water Queliry Control Act and fhe Colorado Oischar�ge Permit Reguladons. Prohibited discharges include, but are not limlted to, substances such as wash water, paint; automotive fluids, solvents, oils or soaps and sediment. Contact IRi[crmation: Contact the .CDPHE Water Quality Control Divlsion at 303 692-35_0Q, _ _., _ _ Generral Authorizalio� - �lowa le Nor�-Stormwat�er Dischars�es - Unless otherwise identified :by CDOT or ttie INQCD as significaM sources of pollutar�ts to the waters of the State, the following discharges to stormwater systems are ailowed without a Colorado Discharge Permit System permit: landscape irrigation, diverted stream flows, uncontaminated grour�d waterinfiitration fo separate storm sewers, discharges from potable water sources, foundation drains, air condi�ianing condensation, irrigation water, uncontaminated springs, footing dcains, water line flushing, flows from riparian habitats and weUands, and #low from firefighting activities. Allowable non-stormwater discharges can be found under lllicit Discharge PpD at: ��:�!' <��s�tac��I�r��r�r�a� ��o�:��F��r��^�8��w��,��;� v��fla��r��, �su��, t �t�3. Con;act fnfomtadon: The CDPHE Water Quality Contro! Diyision (telephone #'s listed abave . � �osion and Sedim�nt Contcol .Practices - For activities requiring a Stormwater Construction Permit, erosion controf requirements wil! be speaified in tha# permit. In situations where a starmwater permit is not required, eli reasonable measures should be taken to, minimize erosion and sedlmentation according to CDOT Standacd Specifications 107:25; 208, 213 and 216 ��af:1��v��,��a, ��¢,�� 3`�v�;P��f`��C:��C}&"6£:51: I7J$.'au�r`�`,.�`��. .z'�G3Y��'��"&.$C.'��,:rs"am�.v'.11��37A9f,��$�$3�9�'��D:� ��'�i'��f."��:n'� - ��'�'r:,�.�o.[1L�.�. q . - . : - - „: �� All disturbances re uire .a stabilization plan, native seeding orlandscspe design plan according to applicable CDOT Standard Specifications 212-217 and 623. Tlie CpOT Erosion Gontrof end Storenwater Quality�Guide {available from the Bid Plans Office at (303) 757-9313) should be used to design erosion controls and restore disturbed ve etation. Environmental Clearances Information Summary Pags 2 of 3 Colorado Department of Transportation August 2017 -� --- - bis�osal of Dril6ina� Fluids - Drilling fluids used in operations such as Horizontal Directional flrilling may be dassified as "discharges° or "solid wastes," and in general, shouid be pumped or vacuumed from fhe construc4ion area, removed from the State liighway Right of Way, and disposed of at permitted facilities that specifically accept such wastes. Disposal of drilling fluids into storm drains, stortn sewers, roadside ditches or any other type of man-made or natural waterway is prohibited by Water Quality Control and/or Solid Waste regulations. Small quantities of drilling fluid solids (isss than 1 cubic yard of solids). may be left on-sife after either being separated from fluids or after infiltration of #he wate�, provided: 1 ) the ddlling fluid conslsts of only water and bentonite day, or, ff required for proper drilling properties, small quantities of palymer add�ives that are approved for use in drinking water well drilling; 2) the soiids are fully contained in a pit, and are nct likely to pase a nuisance to future work in the. area, 3) the solids are covered and the area restored as required by CDOT permit requirements (Utility, Special Use, or Access Permifs, etc.). Contact /nformai�os: , Cantact CDPHE tele hone �'s listed above : Noxlous Weeds a�d Invasi�e Sp�ecie� ManaaemeM Plan - Noxious Weeds and Invasive Species guidsnce can be found by contacting the Coforado DepaRment of Agriculture (�ht�e�JJ�w�w.�lc�r�c�aa,c�s��,�_��s�o�i�a��°��anlrsa�� h�F��5��=,�;�) and the � Coloredo Division of Parks and Wildlife (�r� � � �°�: �:-�° ��3��^.,a T� .t��1�b��t�.asd��.��e��"�'a°��,�� _x). tn either case, managemerit lans involvin the control of noxious weeds assoaated with the ermitted activ_it � and cleanin .of _ ui ment will be re uired. Conc te Washout - Waste generated from Concrete activ�ties shall N�T'be sllowed to flow into the drainage ways, inlets, receiving waters, or in the .CDOT ROW. Concrete waste shall be placed in a tsmporary concr�te washout facility and must be located a minimum of 50 feet #rom state waters., drainageways, and inlets. Concrete washout shall only be performed as specifled by the CDOT Environmental Program and shall be in accardance to CDOT specficati�ns and �uidelines. Confact l�ormat/on: Contact CDPHE or : . Fq Q fqy 1 ` � jul 4 �p e �a}s��i m Fnnl " � � u � �n �a rr^ /f' I n� y�a� t p�� 1 �,n �p{� find addit�onal informatlon on the C �� I� lM�y�a�EJAi � Yxt(ud �YVY � u�m4�F � kL lyle�y� vv��e0. �.. J.�rkE� l �4di _:4L1 � $ slnkeVb1ywjli�Uol� ��6�Y��Yb � ��x•�4��:��r�� Rd��ec s and refer to the s ecifications and their revisions for sections 191 , 107 and 208. Solll Reoartinsa - Spills shall be aontained and cleaned up as soon as possihle. . Spills shall NOT be washed down into the storm drain or buried. All spiAs shall be reported to the CDOT Illiat Discharge Hotline at (303) 512-4446 (4H2O), as well as the Regional Permitting Office and Regional Maintenance Supenrisor. Spi11s on highways, into waterways, any spill in the highway right-of-way exceeding 25 gallons, or that may otherwise present an immediate danger to the pubfic shall be reported by caliing 917 , and shall also be reported io the CDPHE at 1-877-51&5608. More information cen be found at ,-�{� fl :ag�� 4�� ,�2��,� � ,, �� ,� . _ �n� �� ° ° a _ � )d � - � . — ++i.�=-, u\ aS ay�!�lrNl A7 � u..r/ ii]V.� e ' �H �+q ..�. . < . •i .. .��_ � a a • . � ' `t i '�I� i'41 . n�� re �4bout This �orm - Questions br comments about tFiis Informatlon Summary may be di[ected to Alex Karami, Program Administrator, CDOT Access Mana ement Unit, at 303 757-9841 , alex.karami state.co.us: Environmental Clearances Information Summary Page 3 of 3 Colorado Department of Transportation August 2017 .�-�a.r{• -,�-.. . ;FR;t � r' r� i �t 1` *v. R? C � � 4s" �...� � �� 'z��`'�� ,i�'�. i ��/'�j .RY�]'��"�� V � I `NT' 9 v� Y W GY� L�LS^i� `-�"/ ' ;; ;J ,tW� a'.., �n' `�..- U I��.j�. aY��'.ZL'� El"tl � O,E � � �. � � � � � � peFartzner,t of � �� '�'��nslaa�rt�.tna�n �fransp�oytataan l��Pda:.�t f5 5��1�¢"t��°r� �� f" �u� G6€_r@�:.;� � � � ,� :: , � �- � ., .- , ~ � - := � � - � , _ , T�ps f�r Reportl�g an lllicet Djscharge " '�'� � �' �" ` ' � �s �'�„� '� `�` � �` �" Stormwater runoff occurs when preclpitatfon from raln or snowmelt "��, �a�i � ��es flows over the ground. Impervfous surfaces like roads and sidewalks Call the illicit discharge hatline at (303) 512-442�a � � prevent stormwater from naturally soaking into the ground From a safe distance try to estimate the amourrt of the di5Charge. CDOT has a Municipal Separate Storm Sewer System permit, Identify characteristics of the discharge (color, 0d0r, othenrotse known as (M54) from the Colorado Department of � , � . � � � algde, ett.). Public Health and Environment. The permit states that only �� , �{ �A.. �� a�� u�u`� e� �� a�� o-� � Obtain information on the vehicle dumping the stormwater can be discharged from CDOTs storm drain system SWrmwater can pick up debris, chemicals, dirt and other waste (if appliCable). pollutants and flow into CDOT's storm drain system or direttly Qv not approach ! into a stream, river, lake, wetland or reservoir. Anything that Call 'CSP for illicit dumping. enters C�OT's storm drain system is discharged untreated irrco If possible, take a photo, record a license plate. ;r the wraterways we use for fishing, swimming, and probiding � � drinking water. � ;.> �P►e , ,.T _. _ _. _..�� — +� _ � , �;ar�ger: . . _- `- - f "�.t...�• _ � �� .. .::•�y�-"^i �rp#ps �r � �� aetsar i, . .ii.. . ;. aJa.[' y � � � k`4 � i�flw'�h 5 .a�1 , ��. P..f[i �. .. ..:(e�'•�� e�- . _ o ` .�e .. .a r � !• �� -. , ��.. �.y��.� x�:«. ,��:' , . •}A. �, . ' A� b� fi�'✓�S �r nd2.' . � �- x' � �`Y``�� '�`� For more information on CDOT Utilfijr irotn�w�sro�wvAv�rt v��►ouc� i..(.� � _ �.�[ �� • � e'f+� ��. ,�; ,r„• : ,, , � fREAT1NF.AITPLAN4 N1A7EItBOD�Y „ ; `• `� � � . '5 ` ��. Permits: ., '. - � � c n ..v� . . . 1' � il. ,/ �1 R � i � .( .'�qr t .... t�.e.l . �r , N � ;1; ' . 4 `. , . . . . .. _ _ _ _ _ . _ � N � � _ .�r .. 'T �'{ ' .� _ ' � /� tl � N . � v j� 1 4i, -r.. i �i � :� y � � ' � Fu,0�7> � il �Yi�N�I'-�. .' � .'leW.��'A P rcu� ° fH�_l4"� �)�li �fSfi � i : 2s . '. I�E� J • � � a � . �.^L�C?�F��[:i� U�:'�' � �+�: � } ' ' " For more information on CDOT Access As port of ihe permit, CDOT has several different - Permits: programs to prevent pollutants from entering fnto [he storm drain system: �lM1.�iY=�lli � 1 � _ �l 1� =�'wni � � I�_.. 1 � �llc_liOiCl � r � � � �� .�;�,� � ; , � Construction Site Program New Development Redevelopment Prvgram For more infarmation on CDOT Water Quality Pro�ram: Illicit Discharge Program Industrial Facilities Program i , , G : , � . i , ; �: , �:�E-�, � ��v"o�,� �=- ��4�� u �� Pubtic Education snd Outreach Program - . . . , . , ; A:�l E. A�,r&ansas Ame. Pollution Prevention and Good Housekeeping vn � ' i ^! Innr� E �$. � . c � t F � l� �I I � � _ 2 . e . e i Y i Isd , ' � - - , 6iumate Suilding Program � ,� _ � � G,. ,� ,-. ', �, � ,: �_�� w _ � , � , � , , . , . , �nver, Colc�� &4�222 ��3-�57-9�4� Wet Weather Monitoring Program . ' � 4i! � .: {4T . I A � � � � � � � � A � ' � � � � � � � � t' ,.• � ��Sa��"�81IbEII1� �� +� ,� „ Depaxtmentof � '��.� �� .� ;��t=. Tr�nspor�ation CDOT def�nes a u4ility, or utility facility as any � �,� �� C�i�t��S �s�[t�r�t't� ��er��sa ;��86��-,�� m'M1bfir�Y�;��f ��,� privately, publicly, or cooperatively owned � a Educate and nutreach to ouvners for Ind�s�:��_�� line, facility, or system producing, transmitting , , s .. or distributing the following: �r� operators that have potentia{ to �� N �"�� tributesubstantia) ollutantto �' Communications v � ✓ Cable television �f��tgr. Industrlal facilities can use control measures (tM} ✓ Power otherwise known as Best Management Practices ✓ Eiec[ricity �. :�port and include infarmation vn (BMP) during the construttion of a fadlity and when ✓ Light ��scharge and water quality operating the facility. Control measures are sthedules ✓ Heat Gas of activities, maintenance procedures, and other ,/ p�� ffir10E1'175. Provide written management practices to prevent and reduce ✓ Crude Produds E�uOtification within 15 days of pol{ution entering into CDOT's storm drein system. ✓ Water Control Measures also includetreatmeM, operating ✓ Stream ��' �SCOVL'1'�( t0 C�PH�. procedures, and practices to control site run off ✓ waste '=?• � ��abmit an annuai r�port t� CDPWE which can include structural and no�-structurel ✓ Stormwater not conhected with highway drainage eorrtrols. ✓ Similar Commodity ��ntaining the number of informationai brochures . . • - : � � :�. :: distributed ; name and title of each , ., �. ..... ._. . __ -,�_ :., ... .: ., , - - "-` -- - . . , - -- -- -. . ,: _ . .T individual trained. r ;�-�-• � � jLL � p�TM� , �dueation � 6pEAT1 C,, � ` .•�i � . v4uur�►nsr , �`� -. � , � �' r ` �� ' ( There are instances when a utility ��, . , �. ' � : � company or other entity doing work in the �.. •:. ; ; _, : �"'�"g"" - -� =.�w, . . � :�, ` � '' ` � state highway right-of-w�ay vvill require �m� � � . . . . , . , ' ` some type of environmental permit or yr `.' ,=s,v .- � clearar�ce far that work. CDOT' has p�� _ �... ,� .A ,.. . . . .,. . '� -_Y � � �?"�# .� �.. . .� . ..:. � r (`r w � �r� �g"��` F � � .J' �� =� together an Environmenta( Clearances 'g,.�,;�,:�; C �] _iRPPEEY�F� r ��' I • '' � '"��`�`"�" � � - • -- � •�, Information Summary for those applying , � ��' -- for a CDOT Utility and Special Use Permit . ,. . .�,.v �T� vr Access Permit to ubtain all required CIW�NLY . •e�: >y� . a�,,,��r ' ° clearances. This fact sheet is given to each :�- ; � , permittee and is avaElable at: _ �- � � - -� - � - � �� i , htta : / /www. toloradodot. info/ �ro�rams/ ' tnaomp�cxce!! , ' C� ' � � � � � � environmentat/ resources/ uidance- . � , �' � - f ' � '° ` standards/ Environmental�2OClearances� --- ---- - - r --- - �. ` �' � �,. '�� 201nfo�205ummar� .�df y� -� — {,� . m„ 9 .., r •• : r"�',{�� , ��'T'�r� •.. 7, Z.*' « c:4� r � ,1 ��r-a r, . �f, -' . ��., 46.--1 �� 1. State Highway Access Permit Attachment to Permit No . 419110 - Additional Terms and Conditions 1 1 . If there are any questions regarding this permit, please contact Allyson Mattson at (970) 350- 2148 . 2 . The Permittee or the contractor shall notify Bruce Barnett at (970) 350-2147 at least two working days prior to beginning any access improvements or construction of any kind within the State Highway right-of-way. Failure to comply with this requirement may result in revocation of this permit. 3 . The Permittee shall request final inspection by Bruce Barnett at (970) 350-2147 within 10 days following the completion of access construction, and • prior to authorized use. The Permittee or their representative shall be present. 4. The Permittee shall refer to all additional standard requirements included with this permit and any enclosed additional terms, conditions, exhibits, and noted attachments. 5 . Incorpora#ed as part of this permit are the following: Application for Access Permit (CDOT Farm Na . 137) Permit (CDOT Form No. 101 ) and its attachments Exhibits : "A" — Vicinity Map 6. This permit is issued in accordance with the State Highway Access Code (2 CCR 601-1), 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, requiring a new permit to be applied for based upon the existing and anticipated future conditions. 7. The Permittee is responsible for obtaining any necessary additional federal, state, and/or city/county permits or clearances required for construction of the access . Approval of this access permit does not constitute verification of thls action by the Per�nittee . 8 . The development of this property shall not negatively impact adjacent nearby properties . Correction o# the problem and cost resulting from damages shall be borne by the Permittee . 9 . It is the responsibility of the Permittee to determine which environmen#al clearances and/or regulations apply to the project, and to obtain any clearances that are required directly for the appropriate agency prior to commencing uvork. Please refer to or request a copy of the "CDOT Environmental Clearance Information Summary°' {ECIS) for details. The ECI5 may be obtained from the CDOT Permitting Offices or may be accessed via the CDOT Planning/Construction- Environmental Guidance webpage at � :' : � — -- — �— : . • FAILURE TO COMPLY WITH REGULATORY REQUIREMENTS MAY RESULT IN THE SUSPENSION OR REVOCATION OF YOUR CDOT PERMIT, OR ENFORCEMENT ACTIONS BY OTHER AGENCIES. ALL discharges are subject to the provisions of the Colorado Water Quality Act and the Colorada Discharge Permit Regulations. Prohibited discharges include substances such as: wash water, paint, automotive fluids, solvents, oils or soaps . State Highway Access Permit Attachment to Permit No . 419110 - Additional Terms and Conditions 2 � Unless otherwise identified by CDOT or the Colorado Department of Public Health and Environmental (CDPHE) Water Quality Cpntrol Division (WQCD) as significant sources of pollutants to the waters of the State, the following discharges to storm water systems are allowed without a Colorado Discharge Permit System Permit: landscape irrigation, diverted stream flows, uncontaminated ground water infiltration to separate storm sewers, discharges from potable water sources, foundation drains, air condition condensation, irrigation water, springs, footing drains, waterline flushing, flows from riparian habitats and wetlands, and flow from fire-fighting activities: ANY OTHER DISCHARGES, including storm water discharges from industrial facility or construction sites, may require Colorado Discharge Permit System permits from CDPHE before work begins. For additional information and forms, go to the CHPHE website at: ... , . ,� . � -_ ., ; .. . . . . , . — e� �� : . .. . . . I. :: — — _ . . ,. .i ,. . 10. This permit is subject to re�ocation 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 and granted . 11. The Department inspector may suspend work due to : 1 ) Noncompliance with the provisions of this permit; 2 ) Adverse weather or traffic conditions; 3 ) Concurrent highway construction or maintenance in 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. 12. If necessary, minor changes, corrections, and/or additions to this permit may be ordered by the Department inspector, other Department representative or local authority to meet unanticipated site conditions. Changes may not be in violation of the State Highway Access Code. All major changes to the plan must be approved in writing by the Department prior to commencement of any work on or within the State Highway right-of-way. 13 . Reconstruction and improvements to the access may 6e required when the Permittee 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. 14. The Department retains the right to perform any necessary maintenance work in this area . 15 . Routine, periodic maintenance and emergency repairs may be perFormed within the State Highway right-of-way, under general terms and conditions of the permit. Any significant repairs such as culvert replacement, resurfacing, or changes in design or specifications, will require written authorization from the Department, The Department shall be given proper advance notice whenever maintenance work will affect the movement or safety of traffic on the State Highway. In an emergency, the Department Re�ion Office and the State Patrol shall immediately be notified of possible hazards. State Highway Access Permit Attachment to Permit No. 41911� - Additional Terms and Conditions 3 16. Access construction methods and materials shall conform to the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction (current edition) . 17. All materials, equipment, installatian, construction, and design, including the auxiliary lane(s) and intersection improvement(s} within the State Highway shall be in accordance with the following Department standard references as applicable. A. State Highway Access Code, 2 CCR601-1 B . Roadway Design Manual C. Materials Manual D . Construction Manual E . Standard Specifications for Road and Bridge Construction, latest edition F. Standard Plar�s ( M &S Standards) G . Manual on Uniform Traffic Control Devices ( M . U .T.C. D. ) far Streets and Highways and the Colorado Supplement thereto H . A Policy on Geometric Design of Highways and Streets, American Association of State Highway and Transportation Officials (AASHTOj, latest edition I . AASHTO Roadside Design Guide J . Institute of Transportation Engineer's Trip Generation Manual, 6th Edition Some of the reference materials listed above (A through E) may be purchased from : Colorado Department of Transportation Bid Plans Room 4201 East Arkansas Avenue Denver, CO 80222-3400 (303 ) 757-9313 The State Highway Access Code may be purchased from : The Public Records Corporation 1666 Lafayette Street PO Box 18186 Denver, CO 80218 (303 ) 832-8262 The website address is: . _ 18 . All workers within the State Highway right-of-way shall comply with their employer's safety and health policies/procedures, and all applicable U .5. 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 CRF 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 personal protective equipment: • Head protection that complies with the ANSi Z89 . 1-1997 standard; • At all construction sites or whenever there is danger of injury to feet, protective footwear that complies with the ANSI Z41-1999 standard will be worn . State Highway Access Permit . Attachment to Permit No . 419110 - Additional Terms and Conditions 4 • High visibility apparel as specified in the Traffic Control provision of this permit (at such a minimum ANSI/ISEA 107-1999, Class 2) . Where any of the above referenced AN51 standards have been revised, the most recent version of the standard shall apply. 19. Backing maneuvers within and into the State Highway right-of-way are strictly prohibited. All vehicles shall enter and exit the highway right-of-way in forward movement. Backing into the right-of-way shall be considered a violation of the terms and conditions of the access permit and may result in revocation of the permit by the Department and/or the issuing authority. 20 . The access shall be maintained in such 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 5tate Highway right-af-way shall not exceed historical rate of flow. 21. Cattle guards are not permitted in State Highway right-of-way. 22 . The Permittee is authorized to utilize flaggers for ingress and egress of drilling rig vehicles in a convoy fashion . A copy of an approved traffic control plan and a current, signed CDOT Form #0568 must be present on the job site at all times for inspection . 23 . The Permittee is required to install a tracking pad on private property to mitigate the effects af mud and other debris being tracked onto the State Highway system . Should debris tracking onto the highway be a problem, CDOT will contact the Permittee who shall clean the highway within 24 hours of CDOT contatt. Appropriate traffic contro) shall be used per the M . U .T.C. D . COLORADO DEPARTMENT OF TRANSPUR7ATION lssuing authoriryapplicat�on STATE HfGHINAY ACCESS PERMIT APPLICA710N accepiancedate: t� �,� I �, Instructlons: - Contact the Cotorado Department of Transponatton {CDOT} or your locai govarnmsni to determine your lssuing authority. - Contact the issuing authprity to determine what plans and other documents are required to be subrnitted wilh your appficadon. - Complete this form (some questions may noi app[y to ynu} and atlach all neaessary documsnts and Submit it to the issuing autho►ity. PIA8S8 p1'lnt - �ubmit an appfication for each access aitectad. 0►' typA • If you have any qaesdons canlaot the issuing authority, - Far additional infosma8on see CDOT's Access Managemant webslte at https;!lwww,codot.s�ov!l�uslness/qarrrritslaccesspertnits ] } Propertyowner (i'ermittee} 2) Applicant or Agent far permittea ([i different Irom properiy owner) Cervi Enterprises , Inc . 3am Samet Slreet address Mailing address 1099 18th 3t City, state 8� zip Phone �i C(ty, siate & zip Phone # (required) Denver CO 80202 720 - 929 -3317 E-mail address � �-mail address if availahie Sam . Samet@anadarko . com 3) Address of property to Be served hy permil (required} 4} Legai description of praperty: lf within jurisdictional limits of MunicipaUty, city and/or Gounty, whlch ona? coun�y BUDdiW810f1 Nock Iot section lownahip renga Weld �_ I _� 11 4 63 5) What State Highway are you requesting axess irom? 6) What side oi the hi hway7 3q � N � S � E � W -- - - - - r -- - _ � 7) How many test fs the proposed access from the nearest mile post? How many feet is the proposed access from the nearest c�oss strsei? 1106 ��et QN �S � E �W) irom, 129 _ _ 600 _ _ }eet �N �S [�E ❑W) from: �� Qunty Rosd 69 B) What is the approxltnate data you intend to begin cnnsirucNon7 —�- Novsml�ar 2019 ' 8) Chaolc here if you are requesting a: I � new access �tertlporary accesa {cfuratfon antfcipated: ) �improvement to existing access � �change in access use ❑removai oi access �elocation of an existing access (provide detall) , 10) Provide existing propetiy use � I Agricultural and oil and qas operations . � 11 ) Do you have knowledge of any Stat� HlgAway access permiis serving this property, or adjacent properties in whioh you have a properry interest7 I �no �y�s, ff yes - what are the permit number(s) and provide copies: andlor, permit daie: , � I � 12} Ooes the praperly awner own or have any interests in any adjacent property? � �no ., yes, if yes - please describe: � Several thousand acres of land ali south af the proposed aocess _ , 13) Are there other existing or dedicated puhtic streets, roads, highways or access easemenis bordering or within the property7 � � � no ❑yes, lt yes - fisi tham on your plans and indlcate the proposed and axisting a�cess painfs. � i � _ � 14) If you are requesting sgriouftural field access - how many aores will the access serve? I i i I 15) ff you are requesting commerciaf or indust�a) access please Indicate the types and number ot businesses and provide lhe iloor araa square fooiage of each, _ businesslland use square faotage business _ square footage 1 fi} It you are requesting residential developement access, what is the type (singie tamily, apartment, townhouse) and number of units? type number oi units type number of units I - 17) Provide ihe follawing vehicle cnunt estimates for vehicles ihat +�riil use the access. Leaving the property then retuming is two counts. � Indiaata if your counis are a� o� paasenger ca�s ar�a i�n� auc�s at peak notn voiumea u or m�iu unu irucks ac peak hwr vowmas — ak hour volurnes or �average daity volumes. ' 167 36 # of singla unit trehicles in azcess Of 30 tk � 01 ferm vehklss (lield aqulpmenU Total count oi a!I vehlcles �2 � 2g2 � � Prevlous edilions are obsolete and may noi be used Page i o( 2 CpdT �orm 8137 12h8 ! 18) Check with the issuing authorily to determine which of the follawing documents are required lo complete lhe review of your application. a) Property map indicating other access, bordering roads and strsels. e) Subdivision, zoning, or development plan. b) Highway and driveway plan profile. f) Proposed access design. c) Drainage plan showing impact to the highway right-of-way. g) Parcel and ownership maps including easemenls, � Map and letters detailing utiliry localions before and atler h) Traflic studies. development in and along the right-of-way. i) Proof of ownership. 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 4D4 Permits or Colorado Discharge Permit System � permits, or ecological , archeological , historical or cultural resource c(earances. The CDOT Environmental Clearances Information Summary presents contact information for agencies adrninistering certain clearances, information about prohibited discharges , and may be obtained fram Regional CDOT Utility/Special Use Permit offices or accessed via the CDOT Planning/Construction-Environmental-Guidance webpage : httns ://www.codot,govlproqramslenvironmental! resources/�uldance-standardslenvironmental-clearances-info-summary-auqust-2017/vlew 2- All workers within the State Highway right of way shall comply with their employer's safety and health pollcies/ procedures, and all applicabte U .S. OccupaHonal Safety and Healih Administration (OSHA) regulations - including, but not limited to the applicable sections of 29 CFR Part 1910 - Qccupational Safety and Health Standards and 29 CFR Part 1926 - Safety and Heatth Regulations for Construction . Personal protective equipment (e.g. head pr�tection , 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 vehlcles, shall wear the following personal pr�tective equipment: High visibility apparel as specified in ihe Traffic Contro! 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 Guidelfnes that ha�e been adopted by the Access Board under the American Disabilitres Act (ADA) . These guidelines define traversable slope requirements and prescrrbe the use , of a defined pattern of truncated domes as deCectable warnings at street crossings. The new Standards Plans and can be found on the Design and Construction Project Support web page at: htt s :/lwww.codot. on/business/civilri hts/adalresources-en ineers If an access permit is issued to you, it will state the terms and cond'+tions for its use . Any changes in the use of the permitted access not consistent with ihe terms and conditions listed on the permit may be considered a vlolation of the permit. The applicant declares under penaNy of perJury in the second degree, and any other applicable state or federal Iaws, that all mformat�on provided on this form and submitted attachments are ta the best of their knowledge true and complete. I understand receipt of an access permit daes not cons#itute permission to start access construction work. Applicant or ge 4 for Permittee sianaiure Pr(nt name �ate � r �,� Sam Samet 5 / 1 / 2019 If the applicant is not the owner of the property, we require this application also to be signed by the property owner or their tegally authorized representative (or other acceptable wr�iten 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. Property owner sig�-ature Print name � Date J� �\ � � : // (��]� �/'f ��) �/ � '= Y4 l`��r�� ` � / V �� L �} il:�� .� � f/ � � �..'�`� `4 � Previous editions are obsolete and may nol be used Pege 2 ot 2 CDOT Form n737 12/18 � 1- . � � r �I . � � L � + ,I I �� • �� X. }' ..��! �Rk .- - � ., w� �, � , :- 17 , r� � ..,,,�� r Legend � i � ., � �L � � , : r ' .�� E �� IT #419110 � , , � , , ,. -..�� ,o� _ � i ,, , -. ,. 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' . . . • . �• , _' t , `. ti i f � . �.1... � • _ v. r � �� `(1 ��d. � .1 �, i 1 l��+'T .i_i � � e r _ ___ . � #Y� � . - 2�� - ._ - _ _ __ .� , ,. � : - - ��I ��Sl1� A��1�.� ��s � . ,_ �I ,Y^tr, L�� l - - - _ _ _� ANGUS 1 - 22HZ ACCESS MAP E1 /2 NE1f4 SECTIO(V 22, TOWNSHIP 4 NORTH, RANGE 63 WEST, 6TH P.M. , - Sr�TF ��cy� �y.� � , �_ PRQPOSED ACCESS ROAD � OPERATiONA1 � DISTURBANCE r � AREA r t � �� N � PRQPOSED ANGU5 :1 -2ZHZ --•- U bao� tzou� � FACILITY tu � yzoo' � - _ - - _ �_._ LEGEND � PROPQSED WELL DISTURBANCE AREA ACCESS PROPOSED FACILITY lNTERS@CTION OF �`' ACCESS ROAD AND STATE HIGHWAY 34 LATITUDE: 40.32458G° �' LONGITUDE: -104.413859° a .. �� DATE SURVEYED; 3/�4/19 DATA SOURCES: � CONSUL7ING, LLC DATE: 4/23/19 • AERIAL COURTESY OF ESRI, INC. PREPARED FOR: � 1AVElAMDOFE6'� eHERIDANOFEiCE .: .. �� y� AJi69d�I� �S" o bi06WrNRdHvA�m �o�ss.ee,p,.,m DRAFTER: DJD � „ � ,'"a�a,e��, m�;c�'" 9 py'e; �,"a�,os�� REVISED: � - �- �- � i . � ; � -�� . � , i .� � : ., � -�._. - ' ' --•__ ._ < ' - . . - F . '-. � � � � - - - - _ � - . ir� � _ ' _ . - - A� " � - . � - �« -�� - " - - ' � \ 1 I V L �� 1 � . 'l . 20Y9•03^24 09:46 ACCESS ROAD PICTURE OF ANGUS 7-22HZ - CAMERA ANGLE EAST �. . _ � - �"+ _ , - � L. '' � - . . - . . . i - � - � _ . _ - -- � � ' . - - - - , -'1�'= � � - - - - - - -3 � ; • - , . — - � '`'�,^�... - . _ �� .�+�--� „ :, - ` ,r .-� .., , -. � ,�� . � ` � � -~- � �- ,� � •��:, , � -' � - - r.-f: � .,°3, . �`� . �� ' ' � ' _ i,:: .� '� `: . ay, � � ��N�C�f_ " _ � ;� �� . �� ti a - � - , ' _, � � '� ' �oi9•a� = aa vs: a7 � — - G � ACCESS ROAD PICTURE OF ANGUS 1 -22HZ - CAMERA ANGLE WEST M � � 1 1 _ � WEtL PAD - ANGUS 1 -22HZ CONSUL7lNG, LLC � Kerr-McGee Oil & �pg SHERIDAN OFPICE Lo.��,� o�,� ACCESS ROAD PICTURES i�g �� A�� 670fi Noith Pranklin Avenve r�c � �] s�a�, w�� easo� ��a�a, caie.aaa eossa � ANGUS 22-1 HZ, ANGUS 22-2HZ, VW7 �� Lwf � P6o� 307•674AfA9 Phone 970.7764331 � ANGUS 22-3HZ & ANGUS 22-4HZ � pgg 18th Street = LOCATED IN SECTION 22, T4N, R63W, 6TH P.M. � Denver ] SCALE: NTS DATE: 4/23/19 SHEET NO: WELD COUNTY, COLORADO , Colorado 80202 � REVISED: ■ 1OF 2 r, r . ' _ � �� . � , _ , . _. . - � _ . . . �— � _ , _ . . , . � . � . , � �k � _ s� � . _ . � . °J� � t•'f ri �� . .-s�--- �-<-.^ a., . _ �1 _ ��, !I, I " � . :.#�F„r - � - i - . �� - �Fi. _ � � -� _ �_.� _ _ . - _ _ _ _ '_— __ z_ _ _ _ _" . " " _ . _ __ _ _ __ . '_ ��vwe..�_ _�' _ - - a-�. . Y • . �^ r �� S�G�ljJl-v-- �i � . . � . ' r . - __-. - � . . _ . . . . � . : . . _ �. ' � .+ • - , . . . � ,� -. . . . . - 2f]s9-o3- 2a �D9�47 - � � ACCESS ROAD PICTURE OF ANGUS 1 -22HZ • CAMERA ANGLE SOUTH (INTO PROPERTY) R � � .. P � < � n � � � � __ _ � � . _ _ _ � WELL PAD • ANGUS 1 -22HZ � - — CONSULTING, LLC Kerr-McGee O�I & �a9 3HERIDAN OFFICE �� o�� ACCESS ROAD PICTURES ►ovs s�«o�„ n��,� 6706 Noeh Fem�klin Ava�ue , ^,�,,�^ _ � - - sna;a.n, wyomin� ezeol 1,ovd.ud, colmaan eosse n ANGUS 22-1HZ, ANGU5 22-2HZ, CJBS VIDIIUI� �..P. ' pb� 30'+.�7a.aov Phe� mavTe.a3si � ANGU5 22-3HZ & ANGUS 22-4HZ 1099 18th Street - ' _ o LOCATED IN SEC710N 22, T4N, R63W, 67H P.M. ] SCALE: NTS DATE: 4/23/19 SHEE7 NO: WELD COUNTY, COLORADO Denver, Colorado 80202 Y - REVISED: � 2 OF 2 4. TRAFFIC Laydown Yard: KMOG estimates 10 to 20 trips per day initially to store items in the yard,this will reduce to approximately 1 to 5 trips per day over the life of the yard for loading and unloading purposes. Traffic will be routed 100% on the main Bronco CDP access road that runs to Hwy 34. Highest traff'ic volumes will be during daylight operational hours of 6:00 am to 7:00 pm. S. DUST ABATEMENT PLAN During the construction phase of the project,KMOG will use or contract to have water trucks utilized to maintain dust suppression and fugitive particulate emissions. Also,the Stormwater Management Plan will be followed to mitigate soil erosion during construction. After completion of construction,the perimeter of the property will be stabilized using appropriate native vegetation,usually a combination of dry land/grass mixture or crop. Additionally,KMOG will gravel all access and driving surfaces affected. Areas inside the fence line will be compacted and stabilized. 6. FIRE AND EMERGENCY RESPONSE All roads leading to the site and within the site will be designated and maintained to support fire apparatus. A turnaround may be constructed as necessary to accommodate fire apparatus. In addition to above-referenced rules and regulations, KMOG is also subject to COGCC Rule 6064 pertaining to fire prevention and protection. KMOG has support personnel in the field or on call at all times to provide technical assistance in fire prevention and elimination. Bronco Laydown Yard T4N-R63W Sec 22 Weld County, Colorado 8 4818805 04/14/2022 10:48 AM Total Pages: 3 Rec Fee: $23.00 Carly Koppes - Clerk and Recorder, Weld County , CO 1ViEM0 1�D[Jll�QF SLJ1tFA�E U3E A,GREEMENT' Attached t��nd made a�part of th�t�ertain��I�t&'ACE USE AGItEE1VIElV�'dated t�pri113,2022 between CERV�EN�'E S��,IN�.and NIICIiAEL EUGENE CERVI(a/kla Mike Cervi) as Sui°face C3►vner,and ICerr�Mc�ee 4�BA� �as()nshore I,P as operat�r iV[�M�RANI)UM O�'��UIt�'A�E�J�E A�RE��IENT �tate: Colorado County: Weld �urF�ce Owner: Cervi Enkerprises,Inc.,Michael Eugene Cervi Opera�tor: A�adarko Land Corp.,a Plebraska Corporation ICcrr-McGee Oil and Gas Onshore,LP Eff�ctive lDate: April 13,2022 As[he Effective Dale stated above,Operalor,named above,executed and delivered to Surface Owner,named above, a 5urFace Use Agreement(the"SUA")in which Surface Owner granted ingress and agress to the Operator in the lands(the"Lands")]ocated in the county and state names above,described as fvllows: Toavnshi� 21�Iortf� lgan�e G3 V6lest 6th 1P.1Vi. Sectian 3: E1/2NEi14;Those lands in ihe NEI/4SElI4 Iying narth of Railraad Z'mwnship 3 Norfh Range 62 VVest G�" P.M. Section 5: W 1i2W 1/2 Sectian 7: All Section 17: W 112SW 1/4 Section 19: NW 1/4 Section 3p: NW 1/4;SW 1/4SW 1/4 Townshi 3 North Ran e d3 West 6'n P.N,[. Section 1: All Section 3: All Section 4: All Section 9: All Sectian 10: All Section 11: All Section 12: NW 1/4; N 1/2S 1/2 Sectjon 13: All Section 14: NW 1/4 Section 15: All Section 21: AIl Section 22: W/2SE 114; E/2SW 1/4 Section 23: All Section 24: N1/2NW1/4NE1/4; N1/2S1/2NW�/4NEl/4; NE1/4SEt/4; less and except S 1/2NW 1/4NE 1/4SE 1/4; Section 25: W 1/2W 1/2 Section 26: N 112;SE 1/4 4818805 04/14/2022 10:48 AM Page 2 of 3 Section 27: All Section 33: NE1/4NE1/4 SectAon 34: N1/2N1/2; SEI/4NE1/4; E2/2SE1/4 Section 35: N1/2N1/2 'I'ownshe �Iva�rth l�an e 62�'est 6'h I'.1VA. Section 31: �1/2W112; SEI/4SW1/4; S1/2SE1/4 Section 32: SW1/4SVV1/4 Torvnsh6a�4 I�orth l��n e 63 West 6'h P.IVI. Section 14: 'I'hose lands in the]E1/2 south of Highway 34, less and except the USA Parcel Section 1 l: Those Lands zn the W 1/2SV�1/4 south of Highway 34 Section 13: S I/2S 1/2 Secdon 14: W1/2W1/2; SE1/4SW1/4; S1/2SE1/4 Sectian 15: E1/2; E1/2W1/2; SW1/4�W1/4 Se�tion 21: All Sectian 22: Atl � Sectian 23: All Section 24: All Section 25a All Sectian 26: All Section 27: All Section 28: All Section 33: All Section 34: All Sectinn 35: All For other good and valuable consideration,[he sufficiency of which is hereby acknowledged,the Surface CJwner hereby grants Operator lhe exclusive rights to explore fpr,drill for,produce and market oil,gas,and other hydrocarbons frnm the Lands during the term of the SUA; construct,operate and maintain such facilities as are provided for in ihe SUA, Reference is hereby made to executed copies of said SUA in possession of Operator and Surface Uwner, respectively,far all of the provisions thereof,and by�his referencc same are incorporated he�ein and made a part hereof in all respects as though fully set fprtit herein. This Memorandum of Oi] and Gas Lease is being made and filed tor the purpose of giving third parties notice of the existence of the Lease descr'sbed a6ove. CERYI ENTERPRISES,�NC. KERR-MCGEE OIL&GA5 QNSHORE LP �r . : BY: �-'`..� gy: _____ _4 � M.ti.. By: Mike Cervi Sy: Isicholas l.Bouterie Its; President Its: Attomey in Fact �,(,� d��,� 4818805 04/14/2022 10:48 AM Page 3 of 3 Michael Eugene Cervi Anadarko Land Corp. . , \.��. BY��`t _-� B : � . Y ___--__ __. By: Mike Cervi $y: Nicholas J.Bouterie ,�`"jj Its: President Its: Attomey in Fact �1,(,�` �¢�� ACI�lVOWLEDGEM�NTS STATE OF TEXAS ) ) COUNTY QF HARRIS ) The foregning instrument was acknowledged before me on April ]3.2D22,by Nicho]as J. Snuterie,Attorney in Fact of Kerr-McGee Oil�r Gas Onshore LP and Anadarko Land Corp. Witness my hand and of6cial seal. �.�e .�.�-�°' Notary Public x�5- � ar n State of Texas ;o"" G°� C��L��J0HNS0N My commission expires. �~��2�� ,��„ µNotary Ip#47gq3d8 ' ,. y Commissfon Fxp�res �a��` Marth 17,2024 STATE OF COLORADO ) C[TY& } COUNTY OF WELD ) The foregoing instrument was acknowledged before me on April 13, 2022, by Mike Cervi,Owner of Michael Eugene Cervi and Cervi Enterprises,INC. Witness rny hand and official seal. ROBERT�VAN JOHNSOfd N0TARY PliBLIC-STA7E 0F C0L0RAp0 NotarylD#20194002546 Nolary F'ublic My Commission Expires 1/22I2023 State of Colorado My commission expires: ��'��`2�--'�� Weld County Treasurer Statement of Taxes Due ; Account Number R4251086 Parcel 105122000003 Assessed To CERVI ENTERPRISES INC PO BOX 1930 [iILi:I:i.f:Y.CO 80632-1930 Lcgal Dcscription Situs Address 7437 ALL 22 4 63 EXC ALL M[N Year Tax interest Fees Payments Balance 1',i!c C'If�u,�� 2022 $218.20 $0.00 $0.00 ($218.20) $0.00 Total Tax Charge $0.Q0 Grand Total Due as of 0S/26/2023 $0.00 Tax Billed at 2022 Rates for Ta�c Area 2458-2458 Authority Mill Levy Amount Valucs Actual Asscsscd WELD COUNTY 15 0380000* $83.63 AG-GRAZING LAND $21,060 $5,560 SCHOOL DIST RE7 9.5530000 $53 l I Total $21,060 $5,560 PLATTE VALLEY FIRE 5.1650000 $28.72 AIMS JUNfOR COLLEGE 6 3070000 $35.06 HIGH PLA[NS LIBRARY 3 1810000 $17.68 Taxes Billed 2022 39 2440000 $218.20 *Credit Levy ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES. CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE CONTACTED PRIOR TO REMITTANCE AFTER THE FOLLOWING DATES: PERSONAL PROPERTY, REAL PROPERTY,AND MOBILE HOMES-AUGUST 1. TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIER'S CHECK. POSTMARKS ARE NOT ACCEPTED ON TAX LIEN SALE REDEMPTION PAYMENTS. PAYMENTS MUST BE IN OUR OFFICE AND PROCESSED BY THE LAST BUSINESS DAY OF THE MONTH. ;.� ,� Weld County Treasurer's Office '`��8�-`�� 1400 N 17th Avenue PO Box 458 _ ` ,._,.F� Greeley, CO 80632 Phone: 970-400-3290 Pursuant to the Weld County Subdivision Ordinance, the attached Statement of Taxes Due issued by the Weld County Treasurer are evidence that as of this date, all current and prior year I •� taxes related to this parcel have been paid in full. Si ned� � �� w6� 9 Date: � i 1400 N. 17th Avenue, Greeley, CO 80631. PO Box 458, Greeley, CO 80632. (970) 400-3290 Page 1 of 1 Hello