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Home My WebLink About20182295.tiff__UBE jastarrECIAL REVIEW (U R) ,PPLL AT( N DEPARTMENT OF PLANNING SERVICES # 1588 N. 17TH AVENUE * GREELEY, CO 80631 . .weictgovx .cm * 970-353-6100 EXT 3540 * FAX 970-304-6498 FOR PLANNING DEPARTMENT USE: AMOUNT $ APPLICATION RECEIVED BY Parcel Number*:1213-12-1-0-00-3OO4 Address of site: DATE RECEIVED: CASE ## ASSIGNED: PLANNER ASSIGNED: CIA,12 licit number on Tax I,D. Information, obtainable at WWW. r"eldgQV. cow Legal Description: N2 -12-3-85 EXC COMM E4 CUR N0 021'W 2642,09 Section! 12 Township: 3N Range: 65W Zone District: Agricultural Acreage:10Floodplain: Y OWNER($) OF THE PROPERTY: Name: Stroh Fm.i.(r Tara# O Geological Hazard: O Airport Overlay: O N FEE Company: Phone ft: Email: Street Address: 13815 W. Roundelay City/State ip Code: Sun D1ty, AZ, 85351 Name: OGG & S LLC Company: /0 Jerr .Andersen Phone : Email: Street Address: 1004 Richmond Rd, City/State/ZipCode: Edmond 1 OK■ 73034-3230 Name: Company: Phone Email: Street Address: City/State/Zip Code: APPLICANT OR AUTHORIZED AGENT: (See below: Authorization must accompany all applications signed by Authorized Agents) Name: Matthew T. Berathorn Company: Discovery DJ Services, LLC Phone#:3Q3=495-4853 Em all : _M Berth orn ', i is .over vMidstream ecom Street Address: 7859 Walnut Hill Larre_,__Qu to 335 City/State/Zip Cede: _Dallas, T , 76230 PROPOSED USE: Compressor Station_ Nn -Titre compressor station for removing liquids and impurities n ressur zirq the was_for transfer in DiDelines to a central processi . idlis k utihnlacwlity. I (We) hereby depose and state under penalties of perjury that all statements, proposals, anchor plans submitted with or contained within the application are true and correct to the best of my (our)knowiedge. Signatures of all fee owners of property must sign this application. If an Authorized Agent signs, a letter of authorizntiori from NI fee owners must be, included with the application. If a corporation is the fee owner, notarized evidence must be included indicating that the signatory has to legal authority to sign for the corporation. Iry 7 a- ignature: Authorized A'.en=rt Date Matthew T. B er:hom Print Name DEPARTMENT OF PLANNING AND BUILDING DEPARTMENT OF PUBLIC HEALTH AND ENVIRONNMENT 1555 NORTH 17T" AVENUE GREELEY, CO 80631 AUTHORIZATION FORM FOR BUILDING, PLANNING AND HEALTH DEPARTMENT PERMITS AND SERVICES I, (We), Stroh Family Trust, give permission to Matthew T. S►erghorn, A cnr DISCOVERY QJ SERVICES LLC (Owner — please print) (Applicant/Agent please print) to apply for any Planning, Building or Health Department permits or services on our behalf, for the property located at: Parcel 4 1213-12-1-00-004 Legal Description: N2 12m3,-65 EXC COMM E4 COR N00D21'W 2642.00 89D34'W 40.00889034'W NOOD21 1N 30,00 N89D341E 100.00 N44036'E NO D2I'W 2542.80 689D5OE 00O21'W 264230 TO Section 12 Township, Range 65 Property Owners Information: Stroh Family Trust, Jay D. Stroh, Trustee Phone: E-rniii Applicant/Agent Contact Information: Matthew T. Eerghorn s Agent DISCOVERY DJ SERVICES, LLC Phone: 3O3-4954853 E -Mail: Bergh rrrrt GINsooveryMid s;rea Email correspondence to be sent to: Owner Applicant/Agent _Both Postal service correspondence to be sent to: (choose only one) Owner Appl icantlAgent Additional Info: Owner Signature: Date: h'^4D ha1teit Owner Signature: Date: DEPARTMENT OF PLANNING AND BUILDING DEPARTMENT OF PUBLIC HEALTH AND ENVIRONNMENT 1555 NORTH 171H AVENUE GREELEY, CO 80631 AUTHORIZATION FORM FOR BUILDING, PLANNING AND HEALTH DEPARTMENT PERMITS AND SERVICES I, (We), OGG & LLC, give permission to Matthew T. se n m. .+pent DISCOVERY. DJ SERVICES, LLC (Owner — please print) (Applicant/Agent — please print) to apply for any Planning, Building or Health Department permits or services on our behalf, for the property located at: Parcel It 1 21341 2100004 Legal Description: N2 12-3-65 EXC COMM 64 COR NOOD211VV 2642.09 389D34'W 40.OQ 89D34'N00D21'W 30 00 N89O3 'E 100.0O N44036'E NO0021'W 2542 80 889D 1E S00D21'W 264230 TO POCK /106 Section_12 .—Township 3 N, Range 5 W Property Owners Information: O ._ LLC /0 Jerry Anderson Phone: E-mail: Applicant/Agent Contact Information: Matthew T. Berghorn, Agent DISCOVERY DJ SERVICES, LLC Phone: 303-495-4853 E -Flail: MEer horn Disco yMidstream_oom Email correspondence to be sent to: Owner Applicant/Agent X Both Postal service correspondence to be sent to: (choose only one) Owner = Applicant/Agent Additiona' info: Owner Signature: Owner Signature: Date Date: DISC 0 VERY MIU STR FA tvl PARTNERS November 15, 2017 Mr, Kim Ogle Weld County Department of Planning 1555 North 17th Avenue Greeley, Colorado 80631 Dear Mr. Ogle, This letter serves as confirmation of Matt Berghorn's authority to sign on the behalf of Discovery DJ Services LLC. Per the Company agreement — "The Board may assign titles to particular Officers. Unless the Board decides otherwise, if the title of an Officer is one commonly used for officers of a business corporation formed under the Texas Business Organizations Code (or any successor statute), the assignment of such title shall constitute the delegation to such Officer of the authority and duties that are normally associated with that office, subject to any specific delegation of authority and duties made to such Officer by the Board." Matt has been delegated by the Board the title of Vice President, Engineering & Construction. Thanks for your time and consideration. If you have any questions, please feel free to contact me directly at the extension 105 via office number listed below. Regards, Michael B. Davis Chairman Cc: Cory Jordan Discovery Midstream Partners 7859 Walnut Hill Lane, Suite 335 I Dallas Texas 75230 1214.4141980 I Aluovervivticrstrearn.corn USE BY SPECIAL REVIEW (USR) QUESTIONNAIRE Answer the following questions on a separate sheet, If a question does not pertain to your use, please respond with f"not applicable".gyFor assistance with some of .+ these questions Saseed this 'w{,ebsite: ]� /� !/.� �y �y http.iiwwwco.weld.co.usiDepartments/PlanninoZoni ii ni oninnQ1 fLandUseApplicatioKAssistance/AwlicationAssistarice.html lication '►!s'stancY.ht nl: Planning Questions: Planner on Call 970-353-6100 4540 1. Explain, in detail, the proposed use of the property. To transport dry natural gas in pipelines the gas requires pressurization to efficiently transport this gas. This station is an in -Fine station that intakes low pressure gas and outputs high pressure gas thereby allowing the gas to continue traveling along pipelines. The Mustang Compressor Station includes 6 compressors, a slug catcher, metering, dehydration, a process flare and a process vent flare, MCC building, a fuel gas skid, small tanks and a pump skid. Emissions from the dehydration process will be routed to a vapor combustor, it is anticipated maintenance will be needed once a month. The vapor combustor will be smokeless (is. not open flames). 2. Explain how this proposal is consistent with the intent of the Weld County Code, Chapter 22 of the Comprehensive Plan. Section 22-2-10(D) of the Weld County Code states that "extraction of natural resources is an important part of the economy of the County." The proposed compression facility will contribute to the expansion of the county's industrial economic base by providing increased capacity for future marketing of oil and gas production in Weld County, Additionally, Section 22-5-100 (A) states that a County goal is to "promote the reasonable and orderly exploration and development of oil and gas mineral resources." The proposed facility is consistent with this section in that the proposed site is within agricultural land. Per Chapter 22, oil and gas facilities are allowed as a use by right in the A (Agricultural) Zone District. However, oil and gas storage facilities, oil and gas support, and associated services require a Use by Special Review (USR) permit in Weld County. Section 22-2-20. Gr2 iA. Policy 7.2 states 'Conversion of agricultural/and to nonurban residential, commercial and industrial uses should be accommodated when the subject site is in an area that can support such development and should attempt to be compatible with the region." The land that Discovery Obi Services, LLC is proposing to utilize, or the gas compression is on dryland grasses that is located on a semi -rural area where this a significant amount of oil and gas activity already occurring, 3. Explain how this proposal is consistent with the intent of the Weld County Code, Chapter 23 (Zoning) and the zone district in which it is located. Section 23-3-10 indicates that uses that are "more intense and have a potentially greater impacr are permitted within the A (Agricultural) zone district. The operation of a compressor station for oil and gas operations while minimally intrusive is more suited for less densely populated areas such as the proposed site. In addition, oil and gas infrastructure is within proximity of this property. Section 23-3-40 also indicates that oil and gas support and service facilities are acceptable as a Use by Special Review within the district. 4. Describe what type of land uses surround the site. Explain how the proposed use is consistent and compatible with surrounding land uses. The surrounding parcels can be classified as mixed use with agricultural and residential properties on the surrounding parcels of the proposed site. 5 What are the hours and days of operation? (e.g. Monday thru Friday 8:00 am. to 5:00 p,mt) The hours of operation for the facility will be 24 hours/day, 366 days/year. 8, List the number of fu l l time and/or part time employees proposed to work at this site There will be no permanent employees working on the site. Up to 2 operators could make a daily site visit, but in the case of an emergency or project there may be up to 6 employees at the site. 7. If shift work is proposed include the number of employees per shift, No shift work is proposed. 8. List the number of people who will use this site. Include contractors, truck drivers, customers, volunteers, etc. This station is an unmanned facility monitored remotely. 9. If this is a dairy, livestock confinement operation, kennel, etc,, list the number and type of animals. There will be no animals on site. 10. Describe the type of lot surface and the square footage of each type. (e.g. asphalt, gravel, landscaping, dirt, grass, buildings) The Mustang site is 10 acres of leased ground. The equipment, access road and detention pond will disturb approximately 4 acres, 174,240 ft2. There will be no asphalt, gravel will cover approximately 100,000 ft2, buildings will cover approximately 12,130 ft2, 8,000 ft2 will remain bare ground and the remaining areas, will be reclaimed with native grasses. 11. How many parking spaces are proposed? How many handicapped (ADA) parking spans areproposed4 No parking spaces are proposed. 12, Explain the existing and proposed landscaping for the site. The existing site is a greenfield site with native grasses ns primary vegetation. 13. Describe the type of fence proposed for the site (e.g. 6 foot chain link with earth tone slats) The fence will be a 7' chain link fence with 3 strands of wire; Site fencing will be chain link fence with Tan fire resistant privacy slats with a minimum of 80% opacity. A Landscape and Screening Penn can be developed with a request from comments from the adjacent property owners. 14. Describe the proposed screening for all parking and outdoor storage areas. As needed the site may be screened or landscaped. A Screening Plan can be developed upon request form the adjacent property owners. 15. if the site is located in a floodplain lai n outdoor storage is restricted. Site is not in a floodplain 16. Explain any proposed reclamation procedures when termination of the Use by Special Review activity occurs. There is no intention of ceasing operations of this facility once it is operational, however if the plan is deemed obsolete, the plant closure will follow the Federal, State and Local (County) regulations. 17. Who will provide fire protection to the site? LaSalle Fire District will provide fire protection for the site. 18. List all proposed on -site and off -site improvements associated with the use (e.g. landscaping, fencing, buildings, drainage, turn lanes, etc.) and a time -line of when you will have each one of the improvements completed. No off -site improvements are proposed as part of this project. On -site improvements will include perimeter fencing for the facility, and gravel roads on the property to access the facility. Engineering questions: 970-353-6100 x3540 1. Describe how many roundtripslday are expected for each vehicle type; Passenger Cars/Pickups, Tandem Trucks, Semi-TruckfTrailer/loll (Roundtrip = 1 trip in and 1 trip out of site) During construction, semi -tractor trailers will be used to haul equipment and materials to the site, along with passenger cars/trucks for site workers and construction management. Following construction of the facility, during normal operations, only an operator will make daily site visit (1 roundtrip per day). A service type truck will access the site approximately twice per week. 2. Describe the expected travel routes for site traffic. Travel to the east from H J'Y 85 near G i lerest, along WCR 44 to WCR 49 then south to the site. Travel from the south from 1-76 ors WCR 49 north to the site. 3. Describe the travel distribution along the routes (e.g. 50% of traffic will come from the north, 20% from the south, 30% from the east, etc.) 25% from the North and 75% from the South 4. Describe the time of day that you expect the highest traffic volumes from above, There wilt be no specific time traffic will be heaviest. Traffic may slightly heavier in the morning around 8 am. 5. Describe where the access to the site is planned. Off of \NCR 34.5. Approximately 1550" west of WCR 49 and I UDR 34.5. Will use the access road that is already existing. 6. Drainage Design: Detention pond summarized in a drainage report is required unless the project falls under an exception to stormwater detention requirements per code section 23-12-30 F.1 A Stormwater~ detention pond may be required for this site, The drainage report and detention will follow all requirements of the Stormwater drainage code located under Chapter 23, Article 12 Storm Drainage Criteria. The detention pond will be designed following the above code and Urban Drainage Flood Control District criteria for a Non -Urbanizing Drainage Area and will retain the 1 -hour 100 -year storm with the release rate for the 1 -hour 10 - year storm events. A narrative with the preliminary drainage concept described is attached to this document. Environmental Health questions: 910-304-6415 x2702 1. What is the drinking water source on the property? This is an un-manned station with no potable water needed, if utilizing a drinking water well include either the well permit or well permit application that was submitted to the State -Division of Water Resources. If utilizing a public water tap include a letter from the Water District, a tap or meter number, or a copy of the water bill. 2. What type of sewage disposal system is on the property? This is an ruremanned station with no sewage disposal necessary, Jf utilizing an existing septic system provide the septic per rn it number. If there is no septic permit due to the age of the existing septic system, apply for a septic permit through the Department of Public Health and Environment prior to submitting this application, If a new septic system will be installed please state "a new septic system is proposed". Only propose portable toilets if the use is consistent with the Department of Public Health and Environment's portable toilet policy 3. If storage or warehousing is proposed, what type of items will be stored? (1) 500 -gallon oil tank per compressor and (1) 500 -gallon antifreeze tank per two compressors The following materials are expected for a plant of this type: 1. Lube Oil 2. Solvents 3. Grease 4. Filters 5. Gasket Material Any oils or solvent storage will be 5 gallons or less All chemicals/oils will be stored and handled as per the guidance provided on the Safety Date Sheets (SDS) Any solid wastes (i.e, used oil filters) will be temporarily stored in containers approved for the waste in question. Clean Harbors (cleanharbors.com) or a similar third -party waste recycling/disposal service will be used to recycle or dispose of all chemical/oil wastes as required by state and federal regulations. 4. Describe where and how storage and/or stockpile of wastes, chemicals, and/or petroleum will occur on this site. See above 5. If there will be fuel storage on site indicate the gallons and the secondary containment. State the number of tanks and gallons per tank. Fuel will not be stored on site in quantities greater than 5 gallons; the facility will operate using a small portion of the inlet gas as fuel or the inlet compressors and for the flare. 6. If there will be washing of vehicles or equipment on site indicate how the wash water will be co ntai ned. No vehicle washing is proposed for this site. 7. If there will be floor drains indicate how the fluids will be contained. Floor drains are not proposed. 8. Indicate if there will be any air emissions. (e.g. painting, oil storage, etc.) Discovery DJ Services, LLC has applied for all necessary air permits. 9. Provide a design and operations plan if applicable, (e.g. composting, landfills, etc.) MA 10. Provide a nuisance management plan if applicable. (e.g. dairies, feedlots, etc..) N/A 11. Additional information may be requested depending on type of land use requested. Building questions: Jose Gonzalez 970-353-6100 1. List the type, size (square footage), and number of existing and proposed structures. Show and label all existing and proposed structures on the USR drawing. Label the use of the building and the squarefootage. e. The six compressor buildings are proposed as Arctic buildings and the MCC is a modular type building, 2. Explain how the existing structures will be used for this USR? There are no existing structures on the site. 3, List the proposed use(s) of each structure. To house the compressors and the electrical equipment. DISCS VERY !, PDSTRFAM PARTNCRS Document #: 1 Revision It Document Namea jDecommlsslonrg Plan Location: Mustang Compressor Station 1.0 Revision Date: 3/8/2018 DSC.�VEIY Decommissioning Plan MIO9TREgM PARTNERS Mustang Compressor Station Preamble Discovery DJ Services, I (Discovery) is comnisitteil,to mihilrizing impacts from current and future operations. In the development standards cfpr het tang Compressor Station U R, the Weld ` ounty Board ofCommissioners /ngth s akOrderly decommission of the facility. Such decisions to decommission is only expected In the event long-term sustained site operations cease economic viability, as determined by the -'operating Company. Development Standard No. 22 states: N "The applicant shall maintain aomplian a with the approved Decommissioning Plan." Discovery, as the operating Company, has developed this Decommissioning plan to achieve such compliance through a combination of applicable equipment and structure removal, engineering measures, and site reclamation procedures specified by the COGCC. DISC VERY MIDSTREAM PARTNERS Document #: Revision #: 1.0 3/8/2018 Revision Date: Document Name: Decommissioning Plan Location: Mus"te fig Compressor Station TABLE OF CONTENTS Preamble a 64 i 1 / 4.i .. . i i u s7• e e e P. e a e r u F e .. u u r r r F,, u U E 1 4 P-16144.41114 410.4 a... e..4 _ EEE rEGG k. . .,Y A:G Table of Contents . , . 4 _ .. w .. • .. .. r2 D 4 .'• #i• lb Y Purpose•ka.i. Y... F•. a...ea..i. .},.Y.rt.ri..r• ...P1. MIS If4,1M4N.tNN.69R4liiGFGi414,4,6444S.w 44•04444ereFer T'ret 9• aroma,3 Scope I l.a....444*4■e r. re.. etgib*** 3 ■'i.�1.a1W••W..,■i�ee i.�.. ■a.ar•rfaaiiii �i i6e. eY�rrF e4'e�F4�i:'F:r Y1a�•i�■Jali �.J-e H'ti!•e?'•1!r+Y Definitions., aea....s*a{'r-«r+eemil re+wt art4ier*rrrisytiiee•r.a aaa,aa..SIP wants 0Fls4Gasaga 3 Responsibility...•F •*•••.a'1•pn}gGa}9t'p+iti++.F'isEF'i+ee4gip *no i i.r,,.NYa a• 'l•et* •*it41 SR•a 3 GuidelinesIrra i•G.....,aa...r••F..6GPF6c+aapfit E4+ aai4s+H,i+4ira. _ ma...1 rt6 r 3 i i Document Management Lod r' 44.a.•t1asa+ss i..a,•Il,r.,.i 4 �■ar.o,E,i:,a1 a1a„G... DISC.O VERY tai rGSTFtCfit, P+AA'i'NGRS t ocument #: Revision 1: 1.0 [ t evision Date: 3/8/2018 Document Name: Decommissioning Plan cation; Mustang Compressor Station Purpose Satisfy the Condition of Approval addendum to Weld County USR1841#414 requiring County and approval of the Mustang Compressor station, Scope Upon review and approval, this document identifies the minimum acceptable conditions for complying with the referenced Development Standard Weld County USRI 8- #'t#. Definitions Company shall mean Discovery DJ Services, LLC, the local operating company of Discovery Midstream Partners LP, their affiliates or successors. Decommissioning shall mean the removal of an obsolete facility or site from active service and the return of land conditions to a reclaimed state, site Reclamation shall mean soil stabilization in such a manner as to minimize erosion of disturbed areas to the extent practicable, including but not limited to sugh disturbed areas being built -on, compacted, covered, paved, or provided more than SO% native vegetative cover. Responsibility r The Company's Vice President of Engineering will have the overall responsibility for ensuring plan implementation following the Company's decision for complete facility Decommissioning. Guidelines r 1,0 Company Decommissioning Plan i T y,r • The Company will unsure aboveground piping and equipment are depressurized, purged, drained and removed from the site. 94 r I • The Company will ensure below grade piping and utilities will be drained, purged, capped and abandoned in place. • The Company will ensure aboveground structures and buildings are removed from the site. • The Company will ensure concrete foundations and screw piles that protrude aboveground are cut to grade level and abandoned in place The Company will ensure paved sidewalks, roads, and secondary containments are removed from the site • The Company will ensure fuels, lubricants, chemicals, and wastes are removed from the site for reuse, recycling, or disposal by a licensed contractor, • The Company will ensure electrical systems are de -energized; and above grade electrical equipment, panels, wiring, and conduit are removed from the site. • The Company will ensure below grade electrical conduits and duct banks are capped and abandoned in place. The Company will ensure Site Reclamation through the re-establishment of vegetation using native grasses in accordance with local and/or State guidelines, DISC 0 VERY MIn$TReAM PARTNERS' Document #; Document Name: Deco mrnkksioning Plan Location: Document Management Log Revision If: 1 1 ustang Compressor Station iha Revision Date: 3/8/2018 AUTHORS This document was prepared - - by: Name I Title Compliance Manager Asset Phone Email VERSION HISTORY / CHANGE LOG REVISION RECORD APPROVAL SIGNATURES Version Date Version � Description of Change f Remarks Name of Revising PartyApprover Signature 2/7/2018 14 Initial Draft and Review M Norton DRAFT . 1 1 1.d In publication orporat+ final draft edits for Norton ►FT DRAFT . 3/9/2018 1.0 Incorporate Ii+� u�t publication, county end is for fnal # • -. M l t n 6,. �. '51 .." f t J • • - - -Y ,._ r_ ^� f'- IMES _ DISC o VERY NitL1 $ REAM AR I Et S TRAFFIC MEMO OVERVIEW This traffic memo is prepared to accompany the Use by Special Review application for the Mustang Compressor Station project by Discovery Midstream Partners. The closest cross streets to the proposed station are Weld County Road 34.5 and County Road 49, South of Weld County Road 36. The site is a 4 acre lease of a 10 acre parcel, Access to the property will be from the Weld County Road 34.5. This memo provides an overview of the longo term traffic associated with the proposed use. A full Transportation Impact Study will not be necessary as the expected traffic to the site will be fewer than 21 trips per day or 7 trucks per day, If the expected traffic for the site increases in the future, the TIS will be completed at that time. BACKGROUND Access to the site is located on Weld County Road 34.5 via an existing access road. The access road will be gravel for approximately 950 hundred feet to the site. The use of this site will be to create an approximately 4 acre lot for a natural gas compressor station. The proposed compressor station, the Mustang Compressor Station, will enable natural gas to be rerouted into storage areas during periods of low demand, The Mustang Compressor Station will expand the capacity and will enhance the efficiency of moving natural gas to a central processing plant. This use is proposed and will not be constructed until the proposed Use by Special Review application is approved. TRAVEL ROUTES/DISTRIBUTION This memo assesses current traffic generation associated with the proposed site operations. Traffic will access the site from Weld County Road 34 5. Vehicles can approach from the west on County Road 47 which is a gravel road or from the east on County Road 49, which is a paved road. The site access will be a gravel road. 1. Access Route 1 a, From Interstate 76, exit onto County Road 49 North b. In approximately 9.50 miles, turn left onto WCR 34.5 c. Access road is approximately 1,500 feet off of WCR 34.5 2. Access Route a, From Highway 85 turn onto CR 44 east b. In approximately 7.90 miles turn onto CR 49 south c. In approximately 4.50 miles turn onto CR 34.5 west d. Access road is approximately 1,550 feet off of WRC 34.5 The access routes above will distribute expected traffic 75% from Access Route 1 and 25% from Access Route 2. Discovery proposes improvements to the existing access including graveling and sediment tracking. DISC a VERY I� T teNE hit FAA PAP I NI Id`1 TRAFFIC MtMO TRIP GENERATION/TIMING Construction Traffic The following vehicle summaries have been used to determine the anticipated traffic generation numbers: Passenger CarslPickups — 40 workers (2 workers/vehicle), 20 round trips/day. Equipment Delivery Trucks / Heavy Machinery — 5 round tripslday, Operation Traffic The following vehicle summaries have been used to determine the anticipated traffic generafion numbers: f 1 Passenger Cars/Pickups —1 part time employee, el trip per day TarikeriTande ran Trucks - 2 round trips per week It is expected that the majority of the passenger car/truck traffic to/from the site will occur between 7 a.m. and 7 p.m. DISC o VERY IvIIDSTRA.N1 PARTNERS February 21, 2018 5:30pma7:00 pm Community Meeting Location: community aeties Proposed Facility: Mustang Compressor Station LaSalle Community Center 101 Todd Ave. LaSalle, Co 80645 Large printed and digital materials were present throughout the meeting room, and included, facility plot plans, proposed elevation drawings, and aerial photography overlays of pipelines and proposed site boundaries, A presentation was made available which covered information regarding corporate overview, local leadership, EHS culture, and project specific details. As attendees arrived, they were greeted by Company personnel, asked to sign -in, and shown Information about the site, project, design, construction and future operation of the Mustang compressor station and associated dehydration equipment. With each member of the public in attendance, questions were asked/answered by representatives after a review of the area gathering pipeline, compression/dehydration process, construction timeline, facility operations, and emergency preparedness. Personnel from engineering, operations, maintenance, land, and compliance were available to answer questions all evening. What follows is a summary of the questions and answers discussed during the meeting. Q: Where does the water [from the dehydration process] go? A: The moisture removed from the gas stream stays attached to the glycol after going through the contactor. When the glycol is heated up over the boiling point of water, the water becomes a vapor and is released as steam, Q: Will steam be the only thing coming out of the station? A: Steam and other emissions permitted with the CDPHE. The dehy emissions go through an incinerator and combusts any hazardous air pollutants. Q Is this all piped in? A: Yes, the gas moves through the station in piping Q: is it already an existing line going in the station? A: No, the line that is coming to the station is not built yet, but we are in the final stages of getting the line permitted, Q: How will the construction traffic be while this is being built? A: For the first few weeks, construction will be pretty busy due to dirt and concrete work. After that crews will be coming and going for several months until completion. C0: What If the station "pops off" A: This is a high-tech station and notifications of any issues will be alerted to operators and will shut down long before it would "pop offs', We are not saying that a relief valve will never activate. They are DISC o VERY MIDSTREAM PARTNERS Proposed Facility: Mustang Compressor Station designed to relieve pressure before a problem arises. We are very confident in the safety systems, a n d that there would be a compressor shutdown before this happens, a: What is the possibility of an explosion? A: Very rare. Both buildings have gas and fire detectors in them, Even the smallest flame or amount of gas released would be sensed and shut down before any explosion would happen. The buildings are ventilated, and Discovery has processes in place to require safe work permits and special permission before welding or cutting can take place inside or near natural gas pipelines and equipment. C.: Will there be someone on -site monitoring this daily? A: Not necessarily, the technology on this site is very advanced and will allow monitoring by someone at our plant in Fort Lupton. We will also have operations personnel who will come and check on the site during the week. cs242 DISC o. VERY M IDS s R€F!/! PARTNERS Printed Name I TA 41 attendee Facility/Pipeline: kt5ittildie Mailln Address Community Meeting Location: Ltt. iretili (Old' 14 0410.414 4re tot aid 4ide, froViSer. Contact Number a AL, 4._ IC go � (6 4C c2 / aic (IL CV - Pee r 9 6) /I) a 5491 -- 3 MI � 4 “Lyi -G791 Samuel Engineering We Provide Solutions Greenwood50 East' scent Parkway), Suite 2'V '.� Phone: 303. f l4n4f'tid40 V7o./ Village, CO 80111 FAX: 303.71414800 PRELIMINARY DRAINAGE REPORT discovery ICJ Services, LLC Mustang Compressor Station The Mustang Compressor Station is located in part of the Northeast 1/4 of Section 12„ Township 3 North, Range 65 West, 5th PM, Weld County, Colorado CE -102 PREPARED BY: SAMUEL ENGINEERING, INC. 8450 EAST CRESCENT PARKWAY, SUITE 200 GREENWOOD VILLAGE, CO 80111 ISSUED FOR USR PERMIT Project Number 17299— Rev. A March 2018 SEJ Samuel Engineering We Provrd 1450 East Crescent Parkway, Suite 200 Phone: 303.7144840 Greenwood Village: e, CO 80111 FM: 303, 714.4800 PRELIMINARY DRAINAGE REPORT AND PLAN CERTIFICATION MUSTANG COMPRESSOR STATION PRELIMINARY DRAINAGE REPORT AND PLAN CERTIFICATION "I hereby certify that this report for the preliminary drainage design of the Mustang Compressor Station was prepared under my direct supervision in accordance with the provisions of the Weld County Storm Drainage Criteria for the owners thereof." Mark A. Skelskey Registered Professional Engineer State of Colorado No. 39396 Samuel Engineering We Provide. Sofutk ns 8450 East Crescent Parkway, Suite 200 Phone: 303.714.4840 Greenwood image, CO 80111 FAX: 303.714.4800 2.0 GENERAL LOCATION AND DESCRIPTION AR Site Location The subject project is located in part of the NE 1/4 of Section 12, Township 03 North, Range 65 West, 6th Principal Meridian, Weld County, State of Colorado. The property is located south of Weld County Road 36 and west of Weld County Road 49. No public streets are proposed within the property. Refer to Exhibit 1— Vicinity Map B. Description of Property The subject property is a 10 -acre leased parcel owned by Discovery Di services, EEC. for the installation of a gas compressor station. The compressor station, access roads and detention pond will disturb approximately 4.5 acres of the 10 -acre site. Vegetation consists of prairie grasses and weeds. There are no open channels, lakes, streams or irrigation ditches in the area of the proposed development. The subject property is not located in a floodplain. The surrounding area development consists of single family residences a n d hog farms to the south, barns and agricultural property to the north, surrounding the property along with east and west of the site are oil and gas production facilities. Topographic relief over the property ranges from 4873' in the northwest corner of the parcel to 4856' in the southeast corner and is characterized by moderately flat grades that typically range from 1,0% to 9.0%. There are two soil types present on the site, Valent Sand and Vona Loamy Sand (USC ratings SP -SPA and SW_ Both of these soils have a hydrologic soil group rating of A, this rating of A will be used for drainage calculations. Refer to Exhibit 2 — Unified soils classification and Hydrologic Soils Group Samuel I nin ering li a piOW& SCAM r.rr�; 8450 East Crescent Parkway, Suite 200 Phone: 303.714.4840 Greenwood Village, CO 80111 F 803.714.4$00 3.0 DRAINAGE BASINS AND SUB -BASINS A. Major Basin Description The subject property is not part of the Weld County Master Drainage Plan. Drainage basins for this site will be delineated when site design is complete. The site currently does not have drainage improvements. Storm water sheet flows across the site from the north and northwest to the southeast draining onto the existing vegetation then to CR 49 roadside ditches. After construction storm water will be directed to a proposed 23,700 cubic foot (pre -design estimated size) detention and water quality pond before discharging into the natural drainage patterns. The detention pond will be designed to hold the 10O -year 1 -hour event and release at the 10 -year 1 -hour release rate following Weld County Drainage requirements for Urbanizing Drainage Areas. Drainage basin delineation and surrounding areas will be determined and shown on pre - development and post -development drainage pans. The site is located at a relatively high point inside of the major basin. Any offsite flows will be directed around the site and to the natural drainage patterns. The proposed detention pond will drain to the southeast part of the site also discharging into the pre -developed drainage patterns, County mad 49 roadside ditches currently convey storm water that flows from this site to the east then along the Neces canal and ultimately the receiving waters are the South Platte River. B. Sub -Basin Description Drainage sub -basins for this site will be delineated when site design is completed. Offsite flows from the east of the subject property generally do not enter the site. Any offsite flow that does reach the site will be pass through flows and will not be included in the volume calculated for the proposed detention pond. 4.0 DRAINAGE DESIGN CRITERIA The drainage concepts and designs will be completed in accordance with the guidelines Weld County Storm Drainage Criteria. No deviations from the Criteria were used in development of this drainage study. Other references used in developing this report include the Urban Drainage Criteria Manuals. Samuel Engineering WO Prcn ado Soitir 8450 East Crescent Parkway, Suite 200 Greenwood Village, CO 8O111 A. Development Criteria Reference and Constraints Phone: 303.714.4840 FAX' 303.714.4800 There are no known existing drainage studies available for or adjacent to the subject property. Due to the type of plant being constructed the site grading will have minimum slopes with the majority of o n s ite runoff being conveyed by sheet flow. Ditches will be utilized in some areas to channel flow to the detention facilities. The ditches will have shallow slopes and low velocity flows. B. Hydrological Criteria for Fort Lupton, CO (See Exhibit S. The 10 and 100 year values used for this project are 1.40 and 2.69 inches per hour respectively. The design reoccurrence rainfall intensities for this project have been established as the 10 -year and 100 -year one -hour events. The rational method will be used to calculate peak runoff for the property. Excel spreadsheets from UDFCD were used to calculate peak runoff, WQCV, Detention pond 10-yr and 100-yr storage volumes and WQCV 40 -hour release quantities. Bentley FlowMaster will be used to calculate culvert sizes, ditch capacities, orifice openings and weir sizing. The estimated detention pond volume, maximum discharge rates and WQCV have been or will be calculated using UDFCD Detention Basin Volume Estimating Workbook, Version 3.01. 5.0 DRAINAGE FACILITY DESIGN Al General Concept There is one basin that contributes to the existing storm water runoff for the property that currently discharges on the western side of the property. The site consists of undeveloped pasture land with gentle slopes ranging from 1% to 3% that historically had runoff flowing across the ground in a sheet pat -tern from east to west. The drainage patterns will follow the same general path post development as pre -development patterns. Offsite flows are negligible, but will not be directed around the site. These flows will be channeled through the site and into t h e detention pond through the means of sheet flow and drainage ditches. Information included in the final report will include an overall site plan, pre- and post -development drainage basin delineation, construction drawings for the detention pond, table for rainfall intensity and area impervious values and various calculation sheets for, ponds and appurtenances. All roads on the site will be gravel surfaced and designed with a 2% ± cross slope. The asphalt paving has a 2% crown with no curb/gutter. Ail culverts with the 3 Samuel Engineering We Provide Solfitions 8450 East Crescent Parkway, Bata 200 Phone: 303.714.4840 Greenwood Onager cfa 80111 FAX: 303, 714,48OO exception of the detention pond discharge pipes will be designed for the 10-yr storm. All on -site culvert have less than 87% of the full -flow capacity. The detention pond does not darn water in excess of 10 -ft, therefore there is no jurisdictional dam and no permit was filed with CDPHE. 6.0 CONCLUSIONS A. Compliance with Standards This drainage study will be prepared in accordance with the Weld County Storm Drainage Criteria and Urban Drainage Criteria Manuals and accepted Professional Engineering Practices. B. Drainage Concept This drainage study has been designed to convey developed flows through an extended detention basin detention pond designed with controlled discharge rates for the minor and major storms. The flows then travel through established drainage ways in a manner consistent with the predevelopment drainage patterns. With a properly constructed and maintained pond along with the proposed erosion control measures this development will not adversely impact the existing drainage or existing downstream developments. fr th 4.001 CPI to 0 _L 9a/ Y4 ate Litt O,O Pa #d hog ot Li; cal t 0# cm i� 10 Li- 0L Lta crrlwmise ! V. EC.'2 C- I I SEC. 11 SEC. 14 r�. et I R 38 i_ • SEC t m a-ts — _lig _.- , pa aar--ate-al aa- a saa- we aa-... S— -- iiisang A lki rp , II Lin �Y LLIIt I z S W SITE SEC. 12 m - Sm saa Mal a. a=aa JIM MIE° 1 111 w 1 aa. aas•aa .1•••liall.. SEC 13 is, ■ i i • rt r -tar I ' 0 II a 0 -% CANAL -, SEC. 6 I I O WCR 36___x_ 1 ! ' SEC. 7 C P T. 3 N. 7R 34 R. 64 W. — SEC. 18 SEC. 5 0 SEC. I NORTH (1" _ 500 SEC. 17 VICINITY MAP uAR alum DISCOVERY b)0. nis vERY TITLE PROJECT NUMBER 1T4 4nm h+M. a:+ritiMad �I sK• :Tr HILLER ➢i SERVICES LLC 17299 t�..a.. . �,:, „� �,n an �r.i.� t,f,, , vr�nc�,:wElD c�uM-Ft�, CO lUi'AN�+ar'�p�efi..,�.' COMPRESSOR DJ BASIN FIELD COMPRESSION r7YQ rA1�R i, 1�1.(.[f4 [3�fTJiL�I in Al DRAWING U EVER ar&Olegn+�w RaPtah w �eprrr.2,.,a �rn IaMa •i�..,.alall BP ! mg A 155UCG mg. LNPURMikT]QN 69 30/LEtIMAS MO= M �KEL�3�."EY d3j36f1f1 Samuel EngineeringC 4,4.1:5i W 3m4irs +'IL VICINITY GENER. L 1'v+ir J GE !lip z6 y�� Y� r Pt 5 {; a L P T 7 D 9 - - - - 0+R! 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B f'S ai Nulitrk Cr- el- 4;L24!IiMFIMII"' LEGEND - IMMale alaileaMalft elk NOTES trZ rt writ" dr STING Komi, cowroups EXISTING MI NOFI cottfrous WWI pell',WAV flE0fitrri 12M ACCESS &Stew- PROPOStO CHAIN UNK PENCE Wk.PROPOSED SITE IS LECATED IN ts2 OF SECr ION 1,2, TOWNSHEP NORM WEE 65 WEST WEST Ofr EXIST CAN COLORADO STATE PLA NE can FLOINATES, NORTH isaance balm 11.1 *yin ill ta-Areal.4 aal v✓!r. a .-' a+ nr lecal area! Fara's,W rL a]nSeir • rs la i r+ba) •TS url '^ eat tali stair aarrlrla a' . F.ata.:�knr(Aral m.o. 4 awls? Harr% k a air ravaaa A - ImaW•i .146•10. a vulva Y . 14 J In laat. host PIri°a9 1 lCErr•cmCC aw1.ta.Npug 4; 5rtrar rl C• a far $N y1 yl Msl IIA la 1,111sC411111 •ut as Ina 41[CLSE{Eir CO/}�r10 Pre T. 'Lill Onzw1a tea H SIl&.IS!¢Y ilain a Ilk a DISC ERN' Urea Age I Fliers. Irak I ilia DVPRbl sm. PLAN 17299 7 ramp= hos mar Precipitation Frequency Data Server Page l of .3 NNCAI.A Ads It,. Volume �, Vtiftilert 2 Location rt rit: La Saitul Calm —ado,. 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L▪ e I. •i• fe • 1 .al V jalc ew + 4. _ i t�.�'r ■ • u • i _ Y me j'Q ' ;war.a •. • • 1 t 1 • w ▪ J"Wit} aa.xa;•aaa t •,faa • 46 4 CUration S 2 • • • - 1' i▪ •»•Y•_• •L2.* • tetra- • ■ • • i 5 2s 50 we 200 5d o 1don Average recurrence interval (years) MOM Atlas 144 V3iutme &, version 2 F _ a Lit Created (Gros : Thu Mar 2214:19.05 2013 pack to Tara Map* & **dale Sod *We mem ?o I fl I Average rccunoce VTaw a] (yam) 2 a•••a 5 a 10 - 25 55 - 10 0 ••� 200 - sha am ma Duration 6 -rain I Sian 3 -ht 64w - 12 -hr �--Y 24 -hr — 2 -day 3 -day may 7-dey 10 -day - 20 -hay a464ay 6041a hrttps://hdeg.nws.aona.govs+rp pidaL rintpatt nlllat-- ,2 ittion 104.605641darta p icunkis rigtistAs ie is 312212018 i _ DETENTION VOLUME BY THE MODW ED FAA METHOD Prolate [Macawy MitstuirlComt eg ilon Basin ID: Area Tributary to D olontiDn Pond (Fur catchrotrits 151 thpri 1 9cro5 only, FOe carper catchments, uio hj rayraptr muting method 1NOTE: for catchments Urger than 90 acres, a:.'tJ4-IF hydregraph and routing arc recommended) Daterfigineti011 Cif iAlig0R Detention Volume Using Modified FAA Method 1 +es In n loan n rtpo { €'atchmeni Dralryva Impa-rviaiwets 1Cialchment Drainage Ares Prrsdswiopmsnl MRCS Soil Croup Fktum Parked for Delontiwi Control 17rr� 81 Conortriframen of Warsrik edd AIIcwatat# Unit Release Rata C na-h oor Prrac ipl ta4ion Ds ign Rainfall ioF Fantuja Is CI' P1/cc +T4 C1 Coefficient One rCaa thelisni'No a Om l "wee aft Determination of MAJOR. Detention Volume Usttin Modified FAA Method 4E .104 4.250'- 10 14 0_22.1 140- 13 Cate pal c4lnI 4adr►0 A B, C, or yosto 1i _$, 10, 25, 60, or 100) p.Enrai 00440* In erepiat Runoff C.oenalent, C ¢ 033 to Row NO Runoff Qp•tn ■ 4 S0 s Allowable Peak Oulf4w Rate Cip-out = 0 Mt Mot FAA trice 1lz ap Value* 4 d, gets i4iod.. FAA Minor Stowrraa Volume ■ 0,114 a Rr1'rit d Duirodie* minutiae teal] i Yenet 02 0.711 _1.60 170 6 l 715 4166 12 aKs 0.02 111+1 alitil l 039 206 p,5x tl2 0 21a 0.1'54 t4 D.54 230 0.53• P-11 0.52 242 0.51 T411 0.54 254 4.49 280 0.4+91 ism 4.47 2T2 0.4'7 276 - 4.45 284 -674# 200 0, aft snit 302 0.43 0.42 41.42 320 0.41 326 0.41 382 OAD 338 0.30 44 040 150 0.35 358 0,11II 382 0.37 3811 037 374 I 0, 314. RIM _ 1A6 B2 14* 48 - 128 74 1,21 I -PS 1 0$ 44 1,71 _ {1'140 50 {I 152_ 0 159 es es Sawa a SO S 012 1,04 94 ��r,,,A a--- 0.ma 304 —� S. Oat 110 0.81 110 _ 8.88 122 — 4.65 0.62 0.78 1�s 1.54 140 146 1512 1.60 ii i4 i i * 0.TT 0 H CIA 1-1 on; 4841 ir izt---04 t, koala Irnterne& mottos 1 hr Pow lap Mime Volume aaa. p& (uutpuil 20 2.73 >= 0 10 20 ' 228 9 110 7'I 2 011 D 1218 315 —T. 188 0 135 �4 rrri..- f,ri, r., tr r 1/41 ,■ x+-104 (cup 5 Arituatrnani T Meets pe Factor I Outflow Cis Oita Sun Yi • • Oita' 0.104 I1�1D'1 ti 104 `.. D102 1- C 200 0. iltf a x45! 0207 1 1414 G-1 IG310 aL o 7 tun 0,22.11 at ito Oat "09,, at 0.239 11241. O 44 0 20 U. 244 0 2110 11.24T 0.245 0240 � 2'-1 fd 250 0214 Id35$ a-240 a 23T 014* 0,2011! a 4011 13.262 -7762 4; .r. Jr f OM 1 1240 . ,�,0 3 lit ale air illalpA 044 Dal 056 a:r 4,57 nil 4 010 0,66 oars ti 1b1 0-s 064 114 0 64 0644 a 1i 084 Cklit c'7i,e34 2,52 0.50 C.$9 r0,53 10.3ai 4_M9 13.04 8,084 Oriit am' 0.62* 0,61,2 0AZ fi.e12 0.52 0.62 4.42 0.62 U.02 0.e ct'a cfa cub lc, Fret sare4t fnr trlUniralea r! Lid111p0 informtbn irr11111kiIs CaJcttn ,t onet1a Iri perviousness Ce4thn ent Drainage, Area Pradevelnpment NR s -op Croup Itat1um Perkvi ter Oetenilon Central 71cno ci Concentration of Wolsret'.sd Mowah6 Unit Release Rate I';.na-hover Preelpltallan D algn RIIrrla11 iDF Fearful' t • C1' P.rI +TJ" , Coefficient Una c*1sf1ccknt twu Coetliicisni Throe To= 14 @intia tes P, = eae�Fas 2.10 1C., a 46.54 Q7159 Runoff C0971kment C = i Sae Peak Runoff pp4n ■ Allowable Peek Outflow Rabe qp-oui ■ 14od, FAA MaJw films Volume.* Mod. FAA Major Slows Vahime ■ Volume acre-feet Cremin'c 0.64 0.161 - oko _ 025 a .. ti�-- t - . - r • r VI f a 10.71 OAF dt13 C.01 o.80 4_SO :6,51 • • 12.57 0.57 ore 0.56 4142 OM ass 0,54 0, 54 0.54 a$4 0.54 0.515 0.53 053 132 ^4•.W 0.51 0.53 0.5,2 gin 0-52 vb 52 0422 4.52 0,52 2.52 4.•522 0.51 11,51 0,"31 0.51 0,51 0.51 O.5'I 0.31 0.'31 4h1 4,51 041 0.51 0,51 0.11 -47 all 011 Sid ee a I ale. 1 0.027 4.07N G 435 0430 _` 4141,-413 a. 42:X11 0.0166 0, 050 in •as O: Oud!5"1 -- bars 0 -Ora moo r A� . YL 110•_ 0.1-192 €1,104 9D$ eTiw •4.y11F! 0,12!0 0-1214 0,121 0.1as 1. u. : ir1,a� 41air r0.1'y2' 11.151 0.109 151 0,1041 D17 0.17 8 M•v 4.184 4.1E-1 0.160 4.1 a3 r., Pro-• 4.ati7 aa.$ Di 0.205 ti,2f� Q?S3 0.+7!T 022i 0,27,5 0,233 (1,287 0.441 0.245 0244 4.453 0,2 ? 0 AI Mil e a S alma • _• T I T Storage Volume sla�. te-4eC t tic; 0, tipe aicts 01017 9,109 0,111 4.112 0.115 0414.. 0,114 0114 0.113 0'x112 Q.111 0.109 0109 0.107 0103 0,1t 0.1 ern' (LO9 0.,0�^941. O'f_ 4,000 (4.017 0063 0.060 0.078 0.070 0.1x'-3 0.171 11,13115 9,4,57 1114141 0-038 0035 0,02 0.1620 0,029 11(122 4.020 4.61?' 0.014 x_411 0.005 0.4x5 • r Rainfall Ourabon rnlnuls4 tirwul4 r • 14 eta 3a -80 1g as 104 110 110 128 13- 140 140 1'52 iSa 164 170 175 182 168 194 274! 206 212 215 _q 4 220 hirer 242 245 205 272 276 244 200 ?94 302 3141 X20 325 032 315 $41,1 350 356 362 300 174 MS a Rainfall inbrre)tf+ Itches r' hr t{►utputi _ 11.25 514 94 4.02 5.01 T 3.29 2.01 tea 2.48 ..32 2.20 2,084 1200 1.01 1.93 1,r'S 1.e ern bylaw Volume am feat ccutlygall r,as i5? 1 52 tilt 111 it as i,5 x, 01 t•1� 1,24 1,21 116 1,1$ 1,13 1.114- 1-08 1.481 1,04 1.02 1.oa 0146 0.99 rrr 4.114 04.134 tin 0 In raa5 4.84 it E1-3 &el 0-60 0.70 0.71 Dam am 0.71 a_ 73 0.71 ra f0 r 4 • • 'J o,n04 ,�1�-,••�sjir. pia ii tat R02'� 0.362 0..396 0410 0 433 4 453 0▪ .4$2 0.470 n:�it3 148Q t. La= r - I -- a . - 493 0 500 4 505 O 512 0S10 0.524 f,• 0,530 0.5,95 015413 0,545 0.530 0.635 0.558 .4.43194 0.586 f• 372 0.576 4.5$0 0-584 4,6$$ 0,302 D•5 new p �e02, 0748 0 609 #012 A@s O 011 682f so D25 x-626 01.630 0.5.13 OAS ,C ea,? .0.1144 0 647 0.650 o 662 G653 0.057 0080 4 , _ 4010 De rtisefil A a, 4.250 scrolls TYpeQ A A,8,C, opt) 7' years (2,5,10,26,50,arwig) I 1110 • D.65 1,43 ,11,4 _eft 3.11 eft goes cubic fait 0,222 •a cne-ft Average cia {rruhtutl .2 Mustang FAA xle, Modified FM t Rost FAA i411oar 81arstr Volu+na WAN hi in 41115E Ycyti, FA1iPA�AI Mi MW�r -'Ile Y � rbl+a *Ix!, PA Minor -Storage Volume (44rp. t) ■ 4.1131 M d. ilder Storage Volume falara41,i • UDFGD DETENTION BASIN VOLUME ESTIMATING W0RK8OOK Version 2.35, Released January- 2015 a ??' �.n tie 'to'1.5 1 OIL 0.N2 brnxt oya c58. U S? CUM 0711ie.6a 0-caa 065 1-6, ass Iti as% 054 ik 01.1t4 0-14 03* 6.E$4 164 43i-3 3 rale3 0.0) 03.3 ciaa cal ala 0,53 e 18.44.1 �tR ti.at �Q,02 062 0_52 0,52 n '0,142" 0',02 caa 10;2 11.11$ 0,5'2 T S raall a a. • "" -r. f_lit et L Imo JP 3, 5 2,07 2.713 2!60 2.47 2,38 fli x.21 i �• 2.16 «.. r 4.145 2.12 2`.10 2:9S?2.06 2.0 2.51 r1 we 1.95 1 471?! 1. 100 1 1.05. 1.015 4.04 1.04 'Si 143 1,97 1.02 1,02' 1.01 tin 1.411 eat,414 1110 1dt 1.90 1.50 1.$ 4,480 LIP 1.60 1.591 1,68 1.89 1.08 1.56 1.85 1.88 1.08 i_!T 1,1x1! Cretiloww Volume acrerfeet rtt. ..a aura 6:06i as IOI.I @.I N 10:144 hi .74 Q.10O 1204 0:21'4 • th 40,ia - et*I it 0-2 rrs^ 04 4 ..3f59 • 23 SU !I• Jl1t1• 0141 0.31' fir 4+tfa 0.428 0.443 0. 0 472 ouo 0517 511411 In , n r -.. 9.$77 0.502 0,607. 0J22 el 837 ta.9C� 04867 0:892 0.807 4},x12 4.72 0.741 01-75i0 0.771 4.780 estrA 0,0;45 0.031 0.549 0,881 0.991 0.6106 avnif 4 935 0 8'540 ceta a. „ Ow War, V4lieeo We -reel gull 4.150 (IA Pa Orlin 0109 Rt• .n 11,2'iS 4.221 0,222 U,22i 0.218 0,214. 0-2061 b_1204. 0,1 Fa d -18g 0.155 11.177 d.1b9 9.111 0 155 47,1+ 0.13$. 4.12e 17,117 41n a no? rota 4.1777 0.087 00 0 3��7 n8 Dio s 0.014 Q.D1Q3 -0.1:414 -4 sac -U 842 • 0 053 4085 -0.078 sacksig -4:11'1 •4.123 .147 •0.1570 --13.11T1 •0153 -0105 -0207 -0 219 .0 31 -0244 -0ae -0.'2009 X300 -I SAM41! 3/22/2018, 10:01 AM DETENTION VOLUME BY NE MODIFIED FAA METHOD P rojuct; Wacovery M ustnn Compressor station Basin to: ±Es2 Trib�uhi is Detention Pond 1.2 1 0.8 J 0.0 15 0.4 02 0 50 0 Inflow and Outflow Volumes vs. Rainfall Duration 100 150 200 Duration (Minutes) 250 300 350 --Tha -a trio= *Mass —ates rinAwn O uelnur wag "sae a`r — wp, Sin Inks Wise Us imps O.tw* as.. • IOW a1.rw MOWN WI&.. Murano FM)* Mladded FAA UDFCD DE'T'ENTION BASIN VOLUME ESTIMATING WORKBOOK Version 2.35, Released January' 2015 V271201 b, 10:01 AM DRAINAGE REPORT REVIEW CHECKLIST Project Name: USRI8-O039 Mustang Compressor Station The purpose of this checklist is to provide the applicant's Engineer a basic list of items that County Staff will review in regards to a drainage report. The drainage design shall meet the requirements of the Weld County Code and commonly accepted engineering practices and methodologies. A detention pond design (or other stormwater mitigation design) is appropriate for projects which have a potential to adversely affect downstream neighbors and public rights -of -way from changes in stormwater runoff as a result of the development project. The design engineer's role is to ensure adjacent property owners are not adversely affected by stormwater runoff created by development of the applicant's property. REPORT (El = complete, ❑ = required) Stamped by PE, scanned electronic PDF acceptable Certification of Compliance ❑Variance request, if applicable Description/Scope of Work Number of acres for the site 4.5 acres Methodologies used for drainage report & analysis Design Parameters Design storm Release rate URBANIZING or NONeURBANIZING The report indicates that the site is urbanizing but it is non- urbaninzing ❑ Overall post construction site imperviousness Soils types A — Map is required ❑Discuss how the offsite drainage is being routed — The report is confusing as it indicates that offsite runoff will not come on the site, minimal offsite runoff will come on the site, and offsite runoff will run through the site and go through the pond. Any offsite runoff that is routed through the pond will be required to be included in the spillway calculations ❑ Conclusion statement must also include the following: Indicate that the historical flow patterns and run-off amounts will be maintained in such a manner that it will reasonably preserve the natural character of the area and prevent property damage of the type generally attributed to run-off rate and velocity increases, diversions, concentration and/or unplanned ponding of storm run-off for the 100 -year storm. _I How the project impacts are mitigated. Construction Drawings ❑Drawings stamped by PE, (scanned electronic PDF preferred) Drainage facilities ❑Outletdetails Spillway Maintenance Plan Frequency of onsite inspections El Repairs, if needed Cleaning of sediment and debris from drainage facilities Vegetation maintenance ❑ Include manufacturer maintenance specifications, if applicable Comments: Items required: drainage basin map, historic runoff calculations, developed runoff calculations, impervious calculations, outlet calculations xl xl 4/11/2018 Weld County Department of Public WorksI Development Review 1111 H Street, Greeley, CO 80631 I P h : 970-400-3750 I Fax: 970-304-6497 www.weldgov.com/departments/public worksidevelopment_review/ Document #: Revision #: 1.0 Revision Date: 06/26/2018 Document Name: Stakeholder Communication Plan DISC Ar VERY MIDSTREAM PARTNERS Location: Discovery Compressor Station (unoccupied) Communications Plan Unoccupied Discovery Compression/Treating Station DISCOVERY MIDSTREAM PARTNERS Document #: Revision #: 1.0 Revision Date: 06/26/2018 Document Name: _ Stakeholder Communication Plan DISC A VERY MIDSTREAM PARTNERS Location: Discovery Compressor Station (unoccupied) TABLE OF CONTENTS Purpose 3 Scope 3 Definitions 3 Responsibility 3 Guidelines ,... 3 Document Management Log Page 2 of 5 Document #: Revision #: 1.0 Revision Date: 06/26/2018 Document Name: _ Stakeholder Communication Plan DISC A VERY MIDSTREAM PARTNERS Location: Discovery Compressor Station (unoccupied) Purpose Ensure the dissemination of information to stakeholders through periodic communication with neighbors, tenants, property owners, Homeowners Association(s) located near Company facilities subject to Special Approvals, Covenants, or Land Use Agreements. Scope This document details the methods, types and frequency of communications to affected stakeholders receiving emails about facility -specific activities. Definitions Stakeholders shall mean any adult tenants, property owner, or member of a registered Homeowner's and/or Neighborhood Association immediately adjacent to an above -ground Company facility boundary, fence, or property line. Company shall mean Discovery DJ Services, LLC, the local operating company of Discovery Midstream Partners. Responsibility The Company's Director of operations will have the overall responsibility for ensuring that this plan is implemented. Guidelines 1.0 Methods of Communication • Discovery DJ Services, LLC will maintain a Company email address to facilitate the communication of useful and timely information. • The email address is CSStakeholders a.discovervmidstream.com, and will function as a distribution list monitored by Company -designated personnel. To receive notifications or announcements regarding relevant facility information, Stakeholders will submit the following information annually via the email address above: o First Name, Last Name o Physical Mailing Address o Contact Phone Number o Stakeholder Email Address • To cease receiving future communications from the Company regarding facility information, subscribers will be asked to send an opt -out request to Discovery Midstream. On receipt of such a request, the subscriber will be removed from future communications. Failure to annually submit or resubmit the information above will also serve as an opt -out request. 2.0 Information Types and Minimum Communication Frequency • The following routine information may be communicated to stakeholders: o Planned activities such as facility -wide shutdowns or emergency drills, o Major maintenance activities requiring power outages or road blockages, Page 3 of 5 Document #: Revision #: 1.0 Revision Date: 06/26/2018 Document Name: _ Stakeholder Communication Plan DISC A VERY MIDSTREAM PARTNERS Location: Discovery Compressor Station (unoccupied) • In the event of an Incident or emergency requiring on -site support from Emergency Response personnel, the following information will be communicated to stakeholders following the departure of Emergency Services Personnel: o Date and time of emergency response o Nature or description of emergency response o Duration of emergency response o Date and time of restoration of normal operations • In the event general or specific questions are received via the subscription email address, an individual email response will be sent within 3 to 5 business days of receipt. General or specific questions, and answers to such questions may be periodically published to all Stakeholders. • Every effort will be made to provide responses to general or specific questions in a timely manner, however, responses will not be sent to communications received which contain any of the following: o Vulgar, rude, or threatening language o obscene imagery or images o Inappropriate file attachments o suspicious links Page 4 of 5 Document #: Revision #: 1.0 Revision Date: 06/26/2018 Document Name: _ Stakeholder Communication Plan DISC A VERY MIDSTREAM PARTNERS Location: Discovery Compressor Station (unoccupied) Document Management Log AUTHORS was prepared by: This document Name Compliance Manager Title Asset Phone Email VERSION HISTORY / CHANGE LOG REVISION RECORD APPROVAL SIGNATURES Version Date Version No. Description of Change l Remarksof Name Revising Party Approver Signature draft Initial Draft and Review N/A N/A 07/04/2018 1.0 Incorporate application final submittal edits for M Norton Szedia e- 241‘t Page 5 of 5 Document #: Revision #: 1.0 Revision Date: 06/26/2018 Document Name: Noise Mitigation and Compliance Plan DISC A VERY MIDSTREAM PARTNERS Location: Discovery Compressor Station (unoccupied) Noise Mitigation Plan Unoccupied Discovery Compression/Treating Station DSCAVERY MIDSTREAM PARTNERS Preamble Discovery DJ Services, LP (Discovery) is committed to minimizing sound impacts from current and future operations. In the development standards for unoccupied discovery compressor stations, the Weld County Board of commissioners imposed a residential sound limit on the facility, to be measured at the property boundaries. This sound limit is based on current zoning for the development area. Changes to applicable zoning and sound limits associated with land use designations require approval by Weld County. Typical Development Standard language states: "The facility shall adhere to the maximum permissible noise levels allowed in the applicable Zone District as delineated in Section 25-12-103, C.R.S., and comply with the Noise Mitigation Plan, as approved." Discovery has developed a sound mitigation plan that will achieve such sound standards through a combination of equipment and engineering measures. Document #: Revision #: 1.0 Revision Date: 06/26/2018 Document Name: Noise Mitigation and Compliance Plan DISC A VERY MIDSTREAM PARTNERS Location: Discovery Compressor Station (unoccupied) TABLE OF CONTENTS Preamble 1 Table of Contents 2 Purpose 3 Scope 3 Definitions 3 Responsibility 3 Guidelines 3 Document Management Log 5 Document #: Revision #: 1.0 Revision Date: 06/26/2018 Document Name: Noise Mitigation and Compliance Plan DISC A VERY MIDSTREAM PARTNERS Location: Discovery Compressor Station (unoccupied) Purpose Satisfy the Condition of Approval addendum to Weld County Use by Special Review (USR) requiring County review and approval of an unoccupied compressor station Noise Mitigation and Compliance Plan. Scope Upon review and approval, this document identifies the minimum acceptable conditions for complying with the referenced Development Standards developed as part of the Weld County USR process. Definitions Company shall mean Discovery DJ Services, LLC, the local operating company of Discovery Midstream Partners LP, their affiliates or successors. Noise Level Limits shall mean the maximum noise level limits referenced in applicable USR Development Standard, and applicable to the facility based on the zoning. Pre-existing Non-compliance Location shall mean any on -site location identified and tested by the Company, prior to the commencement of site construction or facility operation, and documented to be in non-conformance or out of compliance with the existing Noise Level Limits. Stakeholders shall mean any adult tenants, property owner, or member of a registered Homeowner's and/or Neighborhood Association immediately adjacent to an above -ground Company facility boundary, fence, or property line. Responsibility The Discovery Operations Director and Facility Manager will have the overall responsibility for ensuring that this plan is implemented. Guidelines 1.0 Company Duty to Comply Per C.R.S Section 25-12-103, and referenced by applicable USR Development Standard language, based on facility zoning; • The Company will comply with applicable Noise Level Limits for site construction until such time as normal facility operation commences. • Between the hours of 9:00 p.m. and 7:00 a.m., the Noise Level Limits shall not be exceeded by more than ten (10) decibels for no more than fifteen (15) minutes in any one -hour period. • Following new facility commissioning, but not later than twelve (12) months after startup, the Company will commence initial sound level testing to monitor compliance with permissible Noise Level Limits. • Following initial sounds level testing, the Company will commission sound level testing to be performed annually, but not to exceed 15 months, to monitor compliance with permissible Noise Level Limits. Document #: Revision #: 1.0 Revision Date: 06/26/2018 Document Name: Noise Mitigation and Compliance Plan DISC A VERY MIDSTREAM PARTNERS Location: Discovery Compressor Station (unoccupied) To ensure consistency, Noise Level testing will, at a minimum, include previously tested on -site locations for which data was collected. Annual Noise Level Limit testing will take place for 72 consecutive hours during normal site operations, and be performed by an appropriately qualified 3rd party consultant experienced in environmental noise control. • The annual sound level survey commissioned by the Company will be prepared by a qualified acoustical consulting firm having at least five years of experiences in noise control engineering and environmental noise analysis. • The annual sound level survey commissioned by the Company shall employ Type -1 sound level meters to be calibrated prior to and immediately after use in accordance with American National Standards Institute (ANSI) 61.40. • All sound level meters will be programmed to record A -weighted, Leg sound levels. The sound level meters are to be deployed at a measurement height of 4 ft. above ground and employ the use of windscreens in accordance with ANSI S12.9. The sound level meters are to be deployed at locations in accordance with Section 14-9-50, A.2 of the Weld County Noise Limits. • Except for excursions associated with documented Pre-existing Non-compliance Locations, the Company will identify and undertake corrective or mitigating actions) in the event that a determination is made that the applicable facility is in violation of the reference noise levels. • In the event of a documented noise complaint from a stakeholder, the Company will coordinate with appropriate County personnel to conduct appropriate sound level surveys and/or investigative measures. Document #: Revision #: 1.0 Revision Date: 06/26/2018 Document Name: Noise Mitigation and Compliance Plan DISC A VERY MIDSTREAM PARTNERS Location: Discovery Compressor Station (unoccupied) Document Management Log AUTHORS document was prepared by: This Name Title Compliance Manager Asset Phone Email VERSION HISTORY / CHANGE LOG REVISION RECORD APPROVAL SIGNATURES Version Date Version No. Name of Revising Party Approver �� Signature Description of Chan e f Remarks draft Initial Draft and Review N/A N/A. 07/04/2018 1.0 Incorporate application final submittal edits for M Norton orton _ I" - Document #: Revision #: 1.0 Revision Date: 06/26/2018 Document Name: Noise Mitigation and Compliance Plan DISC A VERY MIDSTREAM PARTNERS Location: Discovery Compressor Station (unoccupied) DSC6 MIDSTREAM VERY Document #: Revision #: 1.0 Revision Date: 06/26/2018 Document Name: Decommissioning Plan PARTNERS Location: Discovery Compressor Station (unoccupied) Decommissioning Plan Unoccupied Discovery Compression/Treating Station MIDSTREAM • SCV RY PARTNERS Preamble Discovery DJ Services, LP (Discovery) is committed to minimizing impacts from current and future operations. In the development standards for unoccupied compressor stations, the Weld County Board of Commissioners requires an orderly decommissioning of the facility. Such decision to decommission is only expected in the event long-term sustained site operations cease economic viability, as determined by the operating Company. Where a development standard states the following: "The applicant shall maintain compliance with the approved Decommissioning Plan." Discovery, as the operating Company, has developed this Decommissioning Plan to achieve such compliance through a combination of applicable equipment and structure removal, engineering measures, and site reclamation procedures specified by the COGCC. DSC6 MIDSTREAM Document #: Revision #: 1.0 Revision Date: 06/26/2018 VERY Document Name: Decommissioning Plan PARTNERS Location: Discovery Compressor Station (unoccupied) TABLE OF CONTENTS Preamble ... 1 Table of Contents 2 Purpose 3 Scope 3 Definitions .. 3 Responsibility 3 Guidelines 3 Document Management Log 4 DSC6 MIDSTREAM Document #: Revision #: 1.0 Revision Date: 06/26/2018 VERY Document Name: Decommissioning Plan PARTNERS Location: Discovery Compressor Station (unoccupied) Purpose Satisfy the Condition of Approval addendum to Weld County Use by Special Review (USR) requiring County review and approval of any/all unoccupied compression and/or treating facility Decommissioning Plan. Scope Upon review and approval, this document identifies the minimum acceptable conditions for complying with the referenced Development Standards developed as part of the Weld County USR process. Definitions Company shall mean Discovery DJ Services, LLC, the local operating company of Discovery Midstream Partners LP, their affiliates or successors. Decommissioning shall mean the removal of an obsolete facility or site from active service and the return of land conditions to a reclaimed state. Site Reclamation shall mean soil stabilization in such a manner as to minimize erosion of disturbed areas to the extent practicable, including but not limited to such disturbed areas being built -on, compacted, covered, paved, or provided more than 80% native vegetative cover. Responsibility The Company's Vice President of Engineering will have the overall responsibility for ensuring plan implementation following the Company's decision for complete facility Decommissioning. Guidelines 1.0 Company Decommissioning Plan • The Company will ensure aboveground piping and equipment are depressurized, purged, drained and removed from the site. • The Company will ensure below grade piping and utilities will be drained, purged, capped and abandoned in place. • The Company will ensure aboveground structures and buildings are removed from the site. • The Company will ensure concrete foundations and screw piles that protrude above ground are cut to grade level and abandoned in place • The Company will ensure paved sidewalks, roads, and secondary containments are removed from the site. • The Company will ensure fuels, lubricants, chemicals, and wastes are removed from the site for reuse, recycling, or disposal by a licensed contractor. • The Company will ensure electrical systems are de -energized; and above grade electrical equipment, panels, wiring, and conduit are removed from the site. • The Company will ensure below grade electrical conduits and duct banks are capped and abandoned in place. • The Company will ensure Site Reclamation through the re-establishment of vegetation using native grasses in accordance with local and/or state guidelines. Document #: Revision #: 1.0 Revision Date: 06/26/2018 DISC 6 VERY Document Name: Decommissioning Plan MIDSTREAM PARTNERS Location: Discovery Compressor Station (unoccupied) Document Management Log AUTHORS This document was prepared by: Name Title Compliance Manager Asset Phone Email VERSION HISTORY 1 CHANGE LOG REVISION RECORD APPROVAL SIGNATURES Version Date Version No. Description of Change I Remarks Name of Revising Party Approver � Signature draft Initial Draft and Review N/A N/A 07/04/2018 1.0 Incorporate application final submittal edits for M Norton -;14/144104 Lighting Layout Project Name Fort Lupton Compressor Prepared On Tues ay, May 15th, 2018 CSR" Luminaire Schedule Qty Label Description Lurn. Watts Lur. Lumens Symbol 8 XPQ1111.50U50GR X P 1 B 150 50GR 139.6 17261 n 7 OAL1200MV50BZ3 0AL1200MV50BZ3 195.5 26419 i ' 1 Calculation Summary Label Height CalcType Units Avg Max Min Avg/Alin. Max/Min Open Area 3 Illuminance Fc 2.68 52.5 0.0 NA. NA. 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MEMORANDUM TO: PRE -18-0009; Case File, pre -application DATE: January 18, 2018 FROM: Michelle Wall, Office Technician SUBJECT: Pre -Application Meeting prior to submitting LJ R for the Discovery Mustang Compressor Station Attendees; Scott Eery, Quality Check Energy Services, Applicant Jeff Brewster, Quality Check Energy Services Stacie Reiber, Quality Check Energy Services Mike Fortney, Samuel Engineering (Via Phone) Mark Skelskey, Samuel Engineering (Via Phone) Matthew Berghom, Discovery DJ Services LLC (Via Phone) Marc Meitner, Pegasus Evan Pin kham, Public Works Hayley Eaizano, Public Works Kim Ogle, Planning Michelle Wall, Planning On Thursday, January 18, 2018 an informal discussion took place at the Greeley Administrative Offices Conference Room regarding a proposed compressor station. (The legal description is N2 Section 12, T3N, R65W of the 6th P.M.) Background Information: Discovery DJ Services intends to construct 1 compressor station with the following equipment; 6 compressors, a slug catcher, metering, dehydration, a process flare and a process vent flare, MCC building, fuel gas small tanks and a pump skid. The 6 compressor buildings are proposed as Arctic buildings and the MCC is a modular type building. The compressor station is an un-manned facility. The hours of operation will typically be 7 days a week, 24 hours a day 365 days per year. 1 employee will inspect the site periodically. The property is approximately 10 acres; the site will disturb approximately 4 acres. Applicant will lease the property. There are currently no structures on the property. Buildin pp ar rnent Staff was unavailable; however please contact Jose Gonzalezat970-353-6100 ext. 3 0 for further direction. Building permits may be required, per Section 29-3-10 of the Weld County Code. Currentlythe following has been adopted by Weld County; 2012 International Codes; 2006 International Energy Code; 2014 National Electrical Code; A building permit application must be completed and two complete sets of engineered plans bearing the wet stamp of a Colorado registered architect or engineer must be submitted for review. A geotechnical engineering report or an open -hole inspection report performed by a registered State of Colorado engineer may be required for new structures and or additions. Pre -Manufactured non-residential structures may be required to comply with state Resolution 35. A complete code analysis prepared by a registered design professional may be required, and shall be submitted with Commercial Permit Applications to Weld County. A Fire District Notification letter may be required and shall be submitted with Commercial Permit applications. The property is located in the LaSalle Fire Protection District. Building Staff recommends a pre -submittal meeting with Building Department to verify all requirements are present. Current Plan Review time is 20-25 working days. Incomplete applications may delay plan review timelines. All building permit requirements can be found on the Weld County web -site: www.weld ov.comide artments build i n 1bu i Id i n permit i erm it_applications/. Health Desantment Staff was unavailable; however please contact Lauren Light at 970-400-2211 for further direction. Waste handling: Waste materials shall be handled, stored, and disposed in a manner that controls blowing debris, and other potential nuisance conditions. The applicant shall operate in accordance with Chapter 14, Article 1 of the Weld County Code. Please answer the following if applicable; indicate if there will be washing of vehicles or equipment, fuel storage, maintenance of vehicles or equipment, floor drains in shop, air emissions permit. Onsite dust: Fugitive dust should attempt to be confined on the property. Uses on the property should comply with the Colorado Air Quality Commission's air quality regulations. Sewage disposal information: Include in application how sewage disposal will be accommodated. If using a septic system provide a copy of the septic permit. Either utilize the County website www.co.weld.cosusimaropertwortall usfmapsfproperty ortal/ or call (970-304-6415) or stop by EH front counter and request a copy. Potable water information: Include in application how potable water will be provided. Provide a will serve letter or water bill from the water district or provide a copy of well permit. Portable toilets and Bottled water can be used for employees and customers per policy below: TO DEFINE WHEN PORTABLE TOILETS AND COMMERCIALLY BOTTLED WATER ARE ALLOWED Purpose: To define when portable toilets and commercially bottled water are allowed. Policy: Bottled water from a commercial source is allowed in the following circumstances: 1. Temporary or seasonal uses that are utilized 6 months or less per year (for example recreational facilities, firework stands, farmers markets ) 2. Gravel mines 3. 10 or less customers or visitors per day And/or one of the following: 4. 2 or less full time (40 hour week) employees located on site , 4 or less part time (20 hour week) employees located on site 6. Employees or contractors that are on site for less than 2 consecutive hours a day Policy: portable toilets are allowed in the following circumstances: 1. Temporary or seasonal uses that are utilized 6 months or less per year (for example recreational facilities, firework stands, farmers markets ) 2. Gravel mines 3. 10 or less customers or visitors per day And/or one of the following: 4. 2 or less full time (40 hour week) employees located on site 5. 4 or less part time (20 hour week) employees located on site 6. Employees or contractors that are on site for less than 2 consecutive hours a day Public Works Staff comments for pre -applications are provided as a courtesy to the applicant. While we strive to help identify as many potential issues upfront during the pre -application meeting we cannot anticipate every issue that may come up during the formal application process. Parcel(s): 121312100004 The project proposes: Compressor Station ROADS AND RIGHTS -OF -WAY: County Road 34.5 is a gravel road and is designated on the Weld County Functional Classification Map (Code Ordinance 2017-01) as a(n) local road, which requires 60 feet of right-of-way. The applicant shall delineate on the site map or plat the future and existing right-of-way and the physical location of the road. If the right-of-way cannot be verified it shall be dedicated. Pursuant to the definition of setback in the Weld County Code, Chapter 23, Article III, Section 23-3-50, the required setback is measured from the future right-of-way line. Be aware that physical roadways may not be centered in the right-of-way. This road is maintained by Weld County. The County Highway is designated on the Weld County Functional Classification Map (Code Ordinance 2017- 01) as an arterial road, which requires a minimum of 140 feet of right-of-way, or 180 feet of right-of-way in some locations, Weld County is currently in the process of widening this corridor, which is anticipated to be completed at the end of 2018. Contact Public Works for the location of the current right-of-way alignment and easements so they can be delineated accurately on the map. If the right-of-way cannot be verified ft shall be dedicated. The applicant shall also delineate the physical location of the road. Pursuant to the definition of setback in the Weld County Code, Chapter 23, Article III, Section 23-3-50, the required setback is measured from the future right-of-way line. This road is maintained by Weld County. Per Chapter 12, Article 4, Section 12-4-30.B, a Weld County Right -of -Way Use Permit is required for any project that will be occupying, constructing or excavating facilities within, and/or encroaching upon, any County rights -of -way or easement. Right -of -Way Use Permit instructions and application can be found at httbs://wr w.weldgov.corn/de Dartmentslpublicworkslperrnitsl. Weld County will not replace overlapping easements located within existing right-of-way or pay to relocate existing utilities within the County right-of-way. ACCESS: The access off of this site shall use the existing access permit (API7-0001 7) location on CR34.5 approx. 1 560 feet west if CR49. The applicant will need to submit a access permit application to add the operator to the existing permit. Commercial accesses shall be 24-36' in width and have 60' turning radii. Table 12Al2 Minimum Access spacing Criteria Feet Access Element Arterial Collector Local Distance Signalized Unsignalized between intersections 2,640 1,320 1,320 N/A N/A 330 Distance between accesses and intersections 660 660 330 Distance between access ' of nts 660 330 150 Distance between access points in subdivisions 660 330 75 Per Chapter 12, Article 5, Section 12-5-301 an Access Permit is required for access to Weld County maintained roadways. We strongly encourage you to discuss your access with Public Works prior to laying out your site plan to ensure the approved accesses are compatible with your layout. For new accesses and/or change of use of an existing access, the fee and photos are required (photo looking left and right along roadway from the access point and looking in to and out of the access point). These photos are used to evaluate the safety of the access location. Access permit instructions and application can be found at https://www.weklgov.comidepartmentsipublic epartment 1pu blic works/ Dermlt i. Chapter 6, Sections 6.3, 6.4 and 6.5 of the Weld County Engineering and Construction Criteria offer access design guidance, which can be accessed at: htbs:/f r r.weldgov.com/de)artments/public works/engineering!. Appendix 12-A of the county code can also be referenced. Existing access points with change of use or new access points may or may not be granted. Questions pertaining to access permits or access design shall be directed to the Public Works Department. Application Fee: temporary $75, single residential $75, small commercial $75, industrial $150, field $0, large commercial $150, subdivision $150. This can be accessed at: s:ffwww.we ld qov. comldepartments/public works/engineerin /. For shared accesses, Public Works strongly recommends the property owner establish an access road maintenance agreement so future owners of the properties will be aware of their requirements for shared maintenance of the access road. This is not a requirement for the recorded exemption but is recommended to avoid property owner conflicts in the future. Per Chapter 12, Appendix 12A.4.1 of the Weld County Code, an access approach that is gated shall be designed so that the longest vehicle (including trailers) using the access can completely clear the traveled way when the gate is closed. In no event, shall the distance from the gate to the edge of the traveled surface be less than 35 feet. ACCESS CONTROL PLAN: The County Road 49 Access Control Plan was adopted by the Board of County Commissioners on December 15, 2014. This access control plan restricts access along County Road 49 to ensure the safe flow of traffic along the corridor. TRACKING CONTROL POLICY: Tracking control may be required for the construction phase of the project. Per Chapter 12, Appendix 12A.10.1, traffic volumes to the proposed facility may require the installation of a tracking control device and/or a minimum of four inches of compacted recycled asphalt or aggregate road base. Tracking control is required to prevent tracking from the site onto public roadways. Temporary Tracking Control shall be used during construction unless permanent tracking control is installed ahead of construction activities. Recycled concrete is not allowed in County right-of-way. Tracking control devices can be double cattle guards or rip rap (6" washed rock). Tracking control for unrnaintained public right-of-way is required just prior to entering publicly maintained roadways. A variance request for alternatives to the tracking control requirement can be submitted to Public Works for review and consideration. Less than 20 passenger vehicle round trips/days no upfront tracking control requirements. 20 to 50 passenger vehicle round tri psfday or less than 4 truck round trips/day: • Access onto gravel roads includes 50 feet of road base or recycled asphalt. • Access onto paved roads includes 100 feet of road base or recycled asphalt. 4 to 10 round truck tripsfday (tandem or semi -trucks): • Access onto gravel roads requires recycled asphalt or road base on all driving surfaces. • Access onto paved roads requires a tracking control device and a minimum of 100 feet of recycled asphalt/road base OR 300 feet of asphalt. (Surface improvements less than 300 feet may be allowed if site constraints would prohibit meeting condition.) More than 10 round truck trips/day (tandem or semi -trucks) or more than 50 round passenger vehicles trips: • Access onto gravel roads requires a tracking control device and a minimum of 300 feet of recycled asphalt or road base. • Access onto paved roads requires either a tracking control device and 100 feet of asphalt OR 300 feet of asphalt. TRAFFIC IMPACT STUDY REQUIREMENTS: As part of the development review process, all new commercial or residential developments will be required to submit a TIS that is prepared, stamped, and signed by a professional engineer licensed in the State of Colorado, unless the TIS is waived by Public Works. In your traffic narrative, please designate the answers for during construction and the permanent phase. Traffic Narrative: 1. Describe how many rou ndtripslday are expected for each vehicle type: Passenger Cars/Pickups, Tandem Trucks, Semi-Trucl Trailer/RV (Roundtrip = 1 trip in and 1 trip out of site) 2. Describe the expected travel routes or haul routes for site traffic. 3. Describe the travel distribution along the routes (e.g. 50% of traffic will come from the north, 20% from the south, 30% from the east, etc.) 4. Describe the time of day that you expect the highest traffic volumes. Public Works will review the narrative and advise the applicant if more information or an engineered traffic study is required. IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT: An improvements agreement may be required for the construction phase of the project, Public Works may require an Improvements Agreement for one or ail the following reasons: • Off -Site Public Improvements • Road Maintenance Agreement • Construction Maintenance Agreement • Access Improvements Agreement On -Site improvements for ubdivisions/PUDs An Improvements Agreement is required for sites with required offsite improvements per Chapter 12, Article 5, Section 12-5-60, Collateral is required to ensure the improvements are completed, and maintained. Improvements/ Road Maintenance Agreement: An example agreement is available at: https://www.weldgov.corms/UserFiles/ ervers/ erver 61File/IJepar-tments/Public% 0Works/DevelopmentRevie wlsprusr.pdf. It will detail the approved haul route(s), outline when offsite improvements will be triggered, and include a maintenance agreement for the haul routes. Possible mitigations included in the road maintenance agreement may include but are not limited to: dust control, specified haul routes, damage repairs, and future improvement triggers. DRAINAGE REQUIREMENTS: Weld County has recently adopted a new stormwater drainage code located under Chapter 23, Article 12 Storm Drainage Criteria. A list of professional engineering consultants is available if you need help finding an engineer to assist you with your project at the following link http://www.co.weld.00.usiDepartments/PlanningZoningiEngineering.html. Please contact the Department of Planning Services/Development Review Engineering for questions or assistance 970-353-6100. URBANIZING VS NON -URBANIZING DRAINAGE AREA: This area IS within a Non -Urbanizing Drainage Area: Non -Urbanizing Drainage Areas generally require detention of runoff from the 1 -hour, 100 -year, storm falling on the developed site and release of the detained water at the historic runoff rate of the 1 Tour, 10 -year storm falling on the undeveloped site. Detention pond summarized in a drainage report is required unless the project falls under an exception to stormwater detention requirements per code section 3-12-30 F,1. To avoid holding up case processing, a minimum of either a preliminary drainage report or a drainage narrative with exception as shown below must be submitted with 7 -day case submittal information. Detention Pond Requirements: 1. A Drainage Report and Detention Pond Design shall be completed by a Colorado Licensed Professional Engineer and adhere to the drainage related sections of the Weld County Code. The Drainage Report must include a Certification of Compliance, stamped and signed by the PE, which can be found on the engineering website. A general Drainage Report Guidance Checklist is available on the engineering website. A Preliminary Drainage Report or a qualifying exception and Drainage Narrative shown below must be submitted for review at the time of the application. Historic Flows: The applicants will be required to maintain the historic drainage flows and run-off amounts that exist from the property. GRADING PERMIT: A Weld County Grading Permit will be required if disturbing more than 1 acre. Grading Permit applications are accepted after the planning process is complete (map recorded). An Early Release Request Form may be entertained only after the applicant and Planning Department have reviewed the referral and surrounding property owner comments. The Early Release Request may or may not be granted depending on referral comments and surrounding property owner concerns. Contact an Engineering representative from the Planning Department for more information. Application Fees: 1-5 Acres/ $50, 5.1 - 20 Acres/$100, 20.1 Acres or Greater1$200 + $1 per acre over 20. A Construction Stormwater Permit is also required with the State for disturbing more than 1 acre. Contact: Colorado Department of Public Health and Environment, Water Quality Control Division, Rik Gay, 303-692- 3575. GEOLOGIC HAZARD AREA: This site IS NOT in a Geologic Hazard Area. FLOODPLAIN: This site IS NOT in a FE MA regulatory floodplain. SITE MAP REQUIREMENTS: A Site Plan will be required identifying the following (if applicable): o Show and label location of existing road, existing road right-of-way, future road right-of-way, and easements Show and label location of the access(es) and label with access permit number Show and label the access turning radii (Residential — 25' Commercial — 60') Show and label the approved hacking control Show and label location of drainage related features i.e. detention pond(s), ditches, etc... Detention ponds shall be labeled as "No Build/Storage Area" and include design volume Show and label the drainage flow arrows showing how the storrnwater flows across the property Show and label the parking and traffic circulation flow arrows showing how the traffic moves around the property Please contact the following staff regarding the following Public Works issues: Access Permits: Morgan Gabbed mgabbert weldgov,corn 970-400-3778 Improvements Agreements: Evan Pinkham epi nkham weld gov, m 970-400-3727 Traffic Studies: Dawn Anderson dranderson weldcov.com 970-400-3736 MS4 Areas: Lyndsay Holbrook Iholbrook weldgov.com 970-400-3788 Right -of -Way Permits: Amy Joseph aioseph weldnov.com 970-400-3764 Drainage: Hayley Balzano hbalza no weldgov .core 970-400-3738 Plannina Department Additional fees may be included with the Building Permit such as Road Impact, County Facilities and Drainage fees. Please refer to the handout provided, Screening of the parking area or outdoor storage may be required from any adjacent landowners or public rights -of -way. Please Identify any proposed lighting or signs on the Site Plan. Lighting needs to be downcast and shielded. A 16sf sign is allowed in the Agricultural Zone District; however if there are potentially any additional or larger signs please include those in the application. Prior to submittal of the county land use application, please submit evidence of State permits as in the case of Mining permits. Staff suggested the applicant have a neighborhood meeting. There are 2 easements located on the property. The applicant is aware of them. Staff urged the applicant to contact staff for any questions: Planner on Call available Monday through Friday 7:30 a.m. to 4:30 p.m. or contact Kim Ogle at 970 400-3549 or kogle@weldgov.com. Staff explained the subdivision exemption process and provided the applicant with the application. Staff explained the USR process. The applicant shall submit packet for a 7 day completeness review. After the 7 day completeness review the applicant will be informed of what items are still required to make the application complete. Staff requested that the applicant submit the remaining material in electronic form. Upon submittal of a completed application it will be sent out for referral for 28 days. The applicant will then meet with their Planner to discuss the referrals and address as many of the referrals as possible. At that meeting the Planning Commission hearing will be scheduled. The Board of County Commissioners hearing typically follows approximately 3 weeks after the Planning Commission hearing. The above notes are provided as a courtesy to the applicant while we strive to help identify as many potential issues upfront during the pre application meeting we cannot anticipate every issue that may come up during the formal application process. The information contained herein has been placed on fife with the Department of Planning Services. The pre -application is valid fora period of one (1) year from the date of pre - application. If a formal application is not received following the time period specified herein the Planning Department reserves the right to require a new pre -application meeting. Please note that all land use, building and impact fees are subject to change throughout this time period. End memorandum. USE BY I EC IAL REVIEW E' (USR)APPLICATION DEPARTMENT OF PLANNING SERVICES * 1555 N. 1 -7TH AVENUE * GREELEY, CO 80631 www.weldgov.com * 970-353-6100 EXT 3540 * FAX 970-304-6498 FOR PLANNING DEPARTMENT USE: DATE RECEIVED: AMOUNT _CASE # ASSIGNED: APPLICATION RECEIVED BY PLANNER ASSIGNED: (*A 12 digit number on Tax ID. information, obtainable at w1A .weld corn}. Parcel Number*:1213-12-1-0-QO-0004 Address of site: Legal Description: N2 12-3-65 EXC COMM E4 BOP NOOID I'W 2642.09 Section: 12 Township: 3N Range: 85W Zone District: . „riou Itura I Acreage: 10 Floodplain: n: V N + ` Geological Hazard; Airport Overlay: O N E OWNER S OF THE PROPERTY Name: Stroh Family Trust Company: Phone ##: Email: Street Address: 10815 WI Roundelay City/State/Zip Code: Sun D ity Z, 85351 Name: GG S LLC Company: C/O a my Anderson Phone##: Email: Street Add ress: 1004 Richmond Rd. City/State/Zip Code: Edmond, OK, 73034-3230 Name: Company: Phone #: ___Email: Street Address: City/State/Zip Code: APPLICANT OR AUTHORIZED AGENT: (See below. Authorization must accompany all applications signed by Authorized Agents) Name: Matthew T. Bar horn Company: Discovery DJ Services, LLC Phone##:303-495.4853 Email:MSer horn Disco e I tidstream. rrn Street Address: 7859 Walnut Hill Lane, Suite 335 City/State/Zip Code: Dallas T , 75230 PROPOSED USE Compressor Station. In -line cmpressor station forremoving liquids and impurities n oressu rizi np the oas for transfer in pipelines to a central 3r`ooessing iistri ution facility. DEPARTMENT OF PLANNING AND BUILDING DEPARTMENT OF PUBLIC HEALTH AND ENVIRONNMENT MENT 1555 NORTH 17TH AVENUE GREELEY, Co 80631 AUTHORIZATION FORM FOR BUILDING, PLANNING AND HEALTH DEPARTMENT PERMITS AND SERVICES I, (We), StrohFamily Trust, give permission to Matthew T. Berahom, Anent DI OVER_ SERVICES, LLC (Owner — please print) (Applicant/Agent — please print) to apply for any Planning, Building or Health Department permits or services on our behalf, for the property located at: Parcel # x1213-12-1-00-004 Legal Description: N2 12-3-65 EXC COlv1M E4 COR NOOD21W 2642.09 89D34'' 4g.OO B9D3 4W NOOD21'W 30.00 N89D3LVE 100.00 N44D36'E E N OOD2 I'W 2542.80 889 D50° E S00D21'W 2842.50 TO Section 12 Township 3 N, Range 65 W Property Owners Information: Stroh Family Trust, Jay D. Stroh, Trustee Phone: E-mail: Applicant/Agent Contact Information: Matthew T. Berg ho m, Agent DISCOVERY DJ SERVICES, LLC Phone: 303-495-4853 E -Mail: rQhorn Discp e�,+r Midstream.com Email correspondence to be sent to: Owner Applicant/Agent X Both Postal service correspondence to be sent to: (choose only one) Owner Applicant/Agent .X Additional Info: Owner Signature: _.. Date: Zs (m* - Fa111._ Owner Signature: Date: DEPARTMENT OF PLANNING AND BUILDING DEPARTMENT OF PUBLIC HEALTH AND ENVIRONNMENT 1555 NORTH 17TH AVENUE GREELEY, CO 80631 AUTHORIZATION FORM FOR BUILDING, PLANNING AND HEALTH DEPARTMENT PERMITS AND SERVICES I, (We), OGG & S, LLQ, give permission to Matthew T. Berghorn, Acent DISCOVERY Diti SERVICESLLC (Owner — please print) (Applicant/Agent — please print) to apply for any Planning, Building or Health Department permits or services on our behalf, for the property located at: Parcel # 121312100004 Legal Description: N2 12-3-65 E.EXC COMM E4 COR NOOD21'W 2642.09 89D34'W 40.00389034'W NOOD21'W 30.00 N89D34'E 100.00 N44D36'E NOOD21' 12542.80 S89D501E OOD21'W 2842.50 TO FOB / 10S Section 12 Township 3 N, Range _W Property Owners Information: OGG & S LLC CIO Jerry Anderson Phone: E-mail: Applicant/Agent Contact Information: Matthew T. Berghorn, Agent DISCOVERY DJ SERVICES, LLC Phone: 303-495-4853 E -Mail: MBerghorn (DiscoveryMidstream .cam Email correspondence to be sent to: Owner Applicant/Agent X __Both _ Postal service correspondence to be sent to: (choose only one) Owner Applicant/Agent Additional Info: Owner Signature: Date : iJ��1/S Owner Signature: Date: (We) hereby depose and state under penalties of perjury that all statements, proposals, andlor plans submitted with or contained within the application are true and correct to the best of my (our )knowledge . Signatures of all fee owners of property must sign this application. If an Authorized Agent signs, a letter of authorization from all fee owners must be included with the application. If a corporation is the fee owner, notarized evidence must be included indicating that the signatory has to legal authority to sign for the corporation. Signature: Authorized A * ent ‘t'-z—ige Date Matthew T. Ber:horn Print Name USE BY SPECIAL REVIEW (USR) QUESTIONNAIRE Answer the following questions on a separate sheet. If a question does not pertain to your use, please respond with "not applicable". For assistance with some of these questions see this website: httplimitvw.co.welcj.co,us/Departments/Planninaonin LandUse licationsAssistance/ApplicationAssistance.html Planning Questions: Planner on Call 970-353-6100 x3540 1. Explain, in detail, the proposed use of the property. To transport dry natural gas in pipelines the gas requires pressurization to efficiently transport this gas. This station is an in -line station that intakes low pressure gas and outputs high pressure gas thereby allowing the gas to continue traveling along pipelines. The Mustang Compressor Station includes 6 compressors, a slug catcher, metering, dehydration, a process flare and a process vent flare, MCC building, a fuel gas skid, small tanks and a pump skid. Emissions from the dehydration process will be routed to a vapor combustor. It is anticipated maintenance will be needed once a month. The vapor combustor will be smokeless (i.e. not open flames). 2 Explain how this proposal is consistent with the intent of the Weld County Code, Chapter 22 of the Comprehensive Plan. Section -2-10(0) of the Weld County Code states that "extraction of natural resources is an important part of the economy of the County." The proposed compression facility will contribute to the expansion of the county's industrial economic base by providing increased capacity for future marketing of oil and gas production in Weld County. Additionally, Section 22-5-100 (A) states that a county goal is to "promote the reasonable and orderly exploration and development of oil and gas mineral resources." The proposed facility is consistent with this section in that the proposed site is within agricultural land. Per Chapter 22, oil and gas facilities are allowed as a use by right in the A (Agricultural) Zone District. However, oil and gas storage facilities, oil and gas support, and associated services require a Use by Special Review (USR) permit in Weld County. Section 22-2-20. G.2A. Policy 7.2 states "Conversion of agricultural/and to nonu roan residential, commercial and industrial uses should be accommodated when the subject site is in an area that can support such development and should attempt to be compatible with the region." The land that Discovery DJ Services, LLC is proposing to utilize, or the gas compression is on dryland grasses that is located on a semi -rural area where this a significant amount of oil and gas activity already occurring. 3. Explain how this proposal is consistent with the intent of the Weld County Code, Chapter 23 (Zoning) and the zone district in which it is located. Section 23-3-10 indicates that uses that are "more intense and have a potentially greater impact" are permitted within the A (Agricultural) zone district. The operation of a compressor station for oil and gas operations while minimally intrusive is more suited for less densely populated areas such as the proposed site. In addition, oil and gas infrastructure is within proximity of this property. Section 23-3-40 also indicates that oil and gas support and service facilities are acceptable as a Use by Special Review within the district. 4. Describe what type of land uses surround the site. Explain how the proposed use is consistentand compatible with surrounding land uses. The surrounding parcels can be classified as mixed use with agricultural and residential properties on the surrounding parcels of the proposed site. 5. What are the hours and days of operation? (e.g. Monday thru Friday 8:00 a.m. to 5:00 p.m.) The hours of operation for the facility will be 24 hours/day, 365 days/year. 6. List the number of full time and/or part time employees proposed to work at this site. There will be no permanent employees working on the site. Up to 2 operators could make a daily site visit, but in the case of an emergency or project there may be up to 6 employees at the site. 7. If shift work is proposed include the number of employees per shift, No shift work is proposed. 8. List the number of people who will use this site. Include contractors, truck drivers, customers, volunteers, etc. This station is an unmanned facility monitored remotely. 9. if this is a dairy, livestock confinement operation, kennel, etc., list the number and type of animals. There will be no animals on site. 10. Describe the type of lot surface and the square footage of each type. (e.g. asphalt, gravel, landscaping, dirt, grass, buildings) The Mustang site is 10 acres of leased ground. The equipment, access road and detention pond will disturb approximately 4 acres, 174,240 ft2. There will be no asphalt, gravel will cover approximately 100,000 ft2, buildings will cover approximately 12,130 ft2, 8,000 ft2 will remain bare ground and the remaining areas, will be reclaimed with native grasses. 1. How many parking spaces are proposed? How many handicapped (ADA) parking spaces are proposed? No parking spaces are proposed. 12. Explain the existing and proposed landscaping for the site. The existing site is a greenfield site with native grasses as primary vegetation. 13. Describe the type of fence proposed for the site (e.g. 6 foot chain link with earth toneslats) ats) The fence will be a 7' chain link fence with 3 strands of wire. Site fencing will be chain link fence with Tan fire resistant privacy slats with a minimum of 80% opacity. A Landscape and Screening Plan can be developed with a request from comments from the adjacent property owners. 14 . Describe the proposed screening for a l l parking and outdoor storage areas. As needed the site may be screened or landscaped. A Screening Plan can be developed upon request form the adjacent property owners. 15. If the site is located in a floodplain outdoor storage is restricted. Site is not in a floodplain 16. Explain any proposed reclamation procedures when termination of the Use by Special Review activity occurs. There is no intention of ceasing operations of this facility once it is operational, however if the plan is deemed obsolete, the plant closure will follow the Federal, State and Local (County) regulations. 17. Who will provide fire protection to the site? LaSalle Fire District will provide fire protection for the site. 18. List all proposed on -site and off -site improvements associated with the use (e.g, landscaping, fencing, buildings, drainage, turn lanes, etc.) and a time -line of when you will have each one of the improvements completed. No off -site improvements are proposed as part of this project. On -site improvements will include perimeter fencing for the facility, and gravel roads on the property to access the facility. Engineering questions: 970-353-6100 x3540 1. Describe how many rou ndtrips/day are expected for each vehicle type: Passenger Cars/Pickups, Tandem Trucks, Semi-Truck/Trailer/RV (Roundtrip = 1 trip in and 1 trip out of site) During construction, semi -tractor trailers will be used to haul equipment and materials to the site, along with passenger cars/trucks for site workers and construction management. Following construction of the facility, during normal operations, only an operator will make daily site visit (1 roundtrip per day). A service type truck will access the site approximately twice per week. 2. Describe the expected travel routes for site traffic. Travel to the east from HWY 85 near Gilcrest, (crest, along WCR 44 to W c R 49 then south to the site. Travel from the south from 1-76 on WCR 49 north to the site. 3. Describe the travel distribution along the routes (e.g. 5Q% of traffic will come from the north, 20% from the south, 30% from the east, etc.) 25% from the North and 75% from the South 4. Describe the time of day that you expect the highest traffic volumes from above. There will be no specific time traffic will be heaviest. Traffic may slightly heavier in the morning around 8 am. 5. Describe where the access to the site is planned. Off of WCR 34.5. Approximately 1550' west of WCR 49 and WCR 34.5. Will use the access road that is already existing. 6. Drainage Design: Detention pond summarized in a drainage report is required unless the project falls under an exception to stormwater detention requirements per code section 23-12-30 F,1 A Stormwater detention pond may be required for this site. The drainage report and detention will follow all requirements of the Stormwater drainage code located under Chapter 23, Article 12 Storm Drainage Criteria. The detention pond will be designed following the above code and Urban Drainage Flood Control District criteria for a Non -Urbanizing Drainage Area and will retain the 1 -hour 100 -year storm with the release rate for the 1 -hour 10 - year storm events. A narrative with the preliminary drainage concept described is attached to this document. Environmental Health questions: 970-304-6415 x2702 1. What is the drinking water source on the property? This is an un-manned station with no potable water needed. If utilizing a drinking water well include either the well permit or well permit application that was submitted to the State -Division of Water Resources. If utilizing a public water tap include a letter from the Water District, a tap or meter number, or a copy of the water bill. 2. What type of sewage disposal system is on the property? This is an un-manned an ned station with no sewage disposal necessary. If utilizing an existing septic system provide the septic permit number. If there is no septic permit due to the age of the existing septic system, apply for a septic permit through the Department of Public Health a n d Environment prior to submitting this application. If a new septic system will be installed please state "a new septic system is proposed". Only propose portable toilets if the use is consistent with the Department of Public Health and Environment's portable toilet policy. 3. If storage or warehousing is proposed, what type of items will be stored? (1) 500 -gallon oil tank per compressor and (1) 500 -gallon antifreeze tank per two compressors The following materials are expected for a plant of this type: 1. Lube Oil 2. Solvents 3. Grease 4. Filters 5. Gasket Material Any oils or solvent storage will be 5 gallons or less All chemicals/oils will be stored and handled as per the guidance provided on the Safety Date Sheets (SD ) Any solid wastes (i.e. used oil filters) will be temporarily stored in containers approved for the waste in question. Clean Harbors (cleanharbors.com) rs.com) or a similar third -party waste recycling/disposal service will be used to recycle or dispose of all chemical/oil wastes as required by state and federal regulations. 4. Describe where and how storage and/or stockpile of wastes, chemicals, and/or petroleum will occur on this site. See above 5. If there will be fuel storage on site indicate the gallons and the secondary containment. State the number of tanks and gallons per tank. Fuel will not be stored on site in quantities greater than 5 gallons; the facility will operate using a small portion of the inlet gas as fuel or the inlet compressors and for the flare. 6. If there will be washing of vehicles or equipment on site indicate how the wash water will becontained. No vehicle washing is proposed for this site. 7. If there will be floor drains indicate how the fluids will be contained. Floor drains are not proposed. 8. Indicate if there will be any air emissions. (e.g. painting, oil storage, etc.) Discovery DJ Services, LLC has applied for all necessary air permits. 9. Provide a design and operations plan if applicable. (e.g. composting, landfills, etc.) N/A 10. Provide a nuisance management plan if applicable. (e.g. dairies, feedlots, etc.) N/A 11. Additional information may be requested depending on type of land use requested. Building questions: Jose Gonzalez 970-353-6100 #1. List the type, size (square footage), and number of existing and proposed structures. Show and label all existing and proposed structures on the U S R drawing. Label the use of the building and the squarefootage. e, The six compressor buildings are proposed as Arctic buildings and the MCC is a modular type building. 2. Explain how the existing structures will be used for this USR? There are no existing structures on the site. 3. List the proposed use(s) of each structure. To house the compressors and the electrical equipment. CERaiiiICATE OF CONVEYANCES STATE OF COLORADO COUNTY OF WELD WELD T'' DEPARTMENT OF PLANNING SERVICES Land Title Order No. STROH/OGG S LLC The Land Title Guarantee Company (TITLE INSURANCE or ABSTRACT COMPANY) hereby certifies that it has made a careful search of its records, and finds the following conveyances affecting the real estate described herein since August 30, 1972, and the most recent deed recorded prior to August 30, 1972. Legal Description: N1/2 OF SECTION 12, T0HIP 3 NORTH., RANGE 65 WESTOFTHE6THP. M., EXCEPTING THEREFROM RIGHT OF WAY FOR ROAD AS CONVEYED BY DEED RECORDED IN BOOK 1046 AT PAGE 40 MO WARRANTY DEED RECORDED MARCH 16, 2015 AT RECEPTION NO. 4188490, COUNTY OF WELD, STATE OF COLOR/WO. CONVEYANCES(if none appear, so state): Book 1077 Page 567 Book 1077 Page 568 Book 701 Reception No. 1623008 Book 1283 Reception No. 2234747 Book 1466 Reception No. 2414645 Reception No. 3223 011 Reception No. 4188490 (For Information Only) This Certificate is made for the use and benefit of the Department of Planning Services of Weld Cowley, Colorado. This Certificate is not to be construed as an Abstract of Title, nor an opinion of Title, nor a guarantee of Title, and the liability of Land Title Guarantee COMPANY, is hereby limited to the fee paid for this Certificate. It Witness Whereof, Land Title Guarantee COMPANY, has caused this certificate to be signed by its proper officer this 16th day of March, 201.8 at 5:00 o'clock P.M. LAIW TITLE GUARANTEE COMPANY B. b • J V t�•• ' ofethc • • • 1, • ; - .:, :.: ' • Couligt:Of • ti t..Welas ' • _ . t _• -; andiSti te;.of-•Colorado, of the ,sscand.•part:• • • • I WI'T O T • That t]aue Said part ' ' :•. Of 'the' k$ ga•r#,,� for 'ate in' ein'siderattion• of the oil oaf•. Ten•1•Do1• 3"•e.:,Y.1Slt . -of ier• Tui 't-ba. ,-•'eo]ia alerts 1 }1i ` • to the:said. per ' , - ' • � .. , . fit' J • , r .. •. .at' part In band- paid by the sand part y dl thi secantl •part, the receipt 'den.- ' 'of- is baraby co ued '41�d "a+ itw1edgodr•• ha • B • fatted, bared,; ...Olt. gild. conveyed and hg •then. •presents dck• gcartt;'.bar >a, 'sell a eafi ttrt�t�cr• efts' said parer' �cf the•secand sr#, �i . 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TT 1� • tiie •; ' .' • - Cotuti7 of, .. • -Weld as l'State Cvtv,.,an o t fir''t; pact, mid . L • ,; • t:. •I 1 •• i. 4 ■ Sti oh `- r ••,. r . . 1. . i• • sit •-• + - .. • ' •.•1•- • . • • ' 1 5• •d . r • • { •,1 3 +• • „ 1 • .• • • - • - f -•I • •. - • 4• • • i - •-'., S. ,r • .. ... ', R' ►Itfr alt ac�d:'tl *o it tlsa #,accdeba�irtotits artd.linpurtenancca' tiiercunta belonging; or .in .aaywi RDpertaitail r ; hd jithe- rev r '' *ltd. crersiona rtmatn4er• and remainders_, reictti, • suer and pr`O.O.is the'reoI; • and•-til' . the. *Iva,.• • ht title,. int�erd `' claim - • ' • • L ' 'r . t, laiml. and rd alid whatsoever -of- the say part. -•y•• cis t#u�-..Hrat path,. either 3n la* r c4ti ',. emirs tea+I'tt�` the aabove l rgsitte�d jartmfaes path' the hereditament! - ' • 5 t.a ,sled aid brtt<rtant • + . J I i .:. •'T9' $1�4,YE•.Awti •To- I9Ll) ,Sae 'steel premien' gbpiie harlg10cd and de,sctOed, .wtth the app+ a .aces usitcr- • - • •.•..•:. .• • •• - - ->c •� .•. sit rob.-- -r • • - , . . 4 ■ . . L .J, the 'aald'•part -.21 ,.- of 'the 1iion�i .p ▪ • • sill. El heirs- •. t • r _wry Kl•eine �5aei�ms f4er:�.ad' the ascd • I • • r • •- •,• ..' • `• iLJ ''*-•••'•�' .. i ' •• Y• -f ' 't • 1�. •� i{ ` 1 - ; • • • - ' ••• • , ,L , • ••,1 r 1 t rut' ''' • • of- th 'tirst';pa:rt,, ,far •fit ttri e le his.- 'hem,' a t.ttern .and adthttila tratDm d.o' e n : c :tetant " • . of ' bargaitt•'•and agree...to .and with die said .part ) • of me' *Mud fart:' ' : Ili. -4.. . • .te is and assigns,. that at .. •tile titE' of the eaiiog arid def;rer of •thee• presents _ he, i Rs- 'welt' "silk o'f• . the. premises . above conveyed,. ease. • , I - of bod stir; free absol J �• �, l� tt 41k.g .aod C�.ciefe�aiblC legate of etthexltartee„�. law, i� •fee �ttiplcr and he S • 'load right, I. full power and hi fui authority �a g #� :bargain; ccl!'•and F the same in -manner • Ria filer asid form aforeitted, arid,, that • • the Barnes acre f lie, aad :clear frean• all fp tour and other' �cranlit,l bargains, • ca.lar gene, •taxes, aneea menta sad tincuml• ' • ' L. branccar of:whatever 'er1 •king • --• _ it•-_ sparer: • • • . • t• • • ' • •1 • .. ▪ • •• • 4 • • • • 1 .• • ii • • , J ., - ••, - - •fie 1...... L .• •• • • I •• • i •• ▪ f • . . .I • . I . • 5 • ••. I • X 1. 1. i -• . ' • t • 1. • L-• 1- , • • a • , • • <' r.`• • •- . • • • r — • • • - • • n • I • . • • • J . •J r .••• a 1, • I. • S xtod': the . a.%ga .puss: i in'•••tl;' . 9 �:et and-' p ei ia..I esessien of thus said , 9irt . •'sof' the • pnd part, : f . • . -- heirs i��1 seaigrta�''•a�airtist all said.;a��•o � ' � -5 • .. •. r - . .... rir: 0;,,..4r atna sPfuil ciOnli � 'ror to thrice the whole -or Lily par'!•it atin•. ufk ibe said-pert:4 T�p' 1#ha;ilcst p rrt"ah'all i ind millriAr {P•'t •, 'T I'i I ••ni.E' 'Eft- P FENICI:. •• • 1 : . .. ., - -tN - ITNE■ S "' !"IEIER �C}F; i at iif.104 . • -'of' the. fcst part hit S. here -t to set ' his • • hand •and "ital•.' ( the' day and pear: fist atkaye written ' ' - : i • S • 'S tr•'• .• •,• 1 _ • • _ . . I •, . • • . • • • , a a ▪ :, • , i • J r • . . • • J j •1 , •• • , 1 f i -- t •, , { + • ...4. _ . 1 -• • • • L , f 1 { • J 1• • •t ▪ `. P *.' ML.o 1 '! 'The foregoing • - +'�Fi�ii■�"�++■ l�► I sit anti •�' rt I• �t e'.-, . ■ F • t •• • • i •�• A • {' a IL- • I • • I • • •• . - • • • • t• • 5 ; • • I, . • •- I.r C - •- D 1 ` . ' : . - • 1 - - - - • - +• .• ';•+ . - •I • +• ,• I; • it; •Ci-.▪ "glitz •- 1 V 'TWESS sity hand and • ,, r • i • f . • • , .4.-.- ,SEAi-,,1 inatxniaeit was a+ek l4dgai•: before It tb` -3'4.-1�'�'�'+--•eta.— a a _ id Seam Rotary Public. S • • • S&uD, Inc. LG SlCLt597r5 Ta S71296'-1941. 001 :'• • :' • • I ,. L 1 I ' S. L •• • ;• I• . e►icR1.077.PAsE5. rded Reception N lare Pte, Made thb APR 22 1941 otia. m 21st the year of our Lord one .end aisle hundred and forty one ' George l ineah of di Contfriof Weld _I rof al the County 'Weld day of April. , bet -Tien and State of Colorado, of the first part, ond and stake,of Colorado, of the second paw: WIT'NESS'ETH, That the said party of the first park, for and TO corisideradun of the sour of Ten Dollu.ra a.nd other valuable constdereetimmls DOLLARS, to The slid parry of the hit an ire hand and by the said art paid, part of the second p, the receipt whcrey of is hereby confessed. and acknowledged, LAB ganged. bargained, said anti convcyedt and by these presents do es grant bargain, ail convey and ezn5rm. auto the saki paw{ ad the second l part, his and assigns free all the following gibed lot County of Weld and State of Colorado, to -wit; . The Si of the 1.4 i and the Sek . 3 } orth , of Range 65 West of e •1 ._•.•'she heirs or parcel of land, situate, lying and being in the of the Mil of Section 12, Township ' the 6th P. If.. , Weld County Colorado • 4 •• a TOGETHER with all and singular the hereditament% and a ppa rtcaaen eeea thereunto bclof in , or in anywise app inbig, and the revered" and reTersloas, remainder and reminders, ranter Loner and profits thereof; and all the Mate, right, title, rawest, claim and demand whalsoaver of the said part I of the first part, either fa law or egaily, of, In and to the above bargained pre'dsca, with the hcsa ;linen s andappurtenances. TO HAVE AND TO HOLD tho said premises ahoy} bargained and desalt'', with the appurtenances,. unto I_++ ., Si Stroh'* the said party of the tad part, his heirs and assigns farmer. And the said -- Gear a Plnsah. party of the first pant. for hilaSal* , his helm, executors and adinietrators, do ib$ covert, want bregain and agree to and with the said parly of the second part, 3I13 heirs acid assns, that at tha amts of the ensganng a d every of these presents is well seised of the premises above conveyed. as of gonel, rare, perfect, absolute and indefeasible estate: of inheritance, in law, in flee simple, wad ha S good right, full power andlawful authority to grant, bargain, sell and convey the lame is manner and form arm:laid, and that the same are free and clear from all farmer and other grab, bargains, males, lien; taaca, assessmitits and incum- brances of whsatner kind or am= sourer: and the above pry, in the quiet. and peaceable p*e sera of the said party of the second part hi a heirs and aasigns,„ against x]I and even person or persons lawfully ojakojog or to claim the whale or any pan diem. of, the said park Y of the fast mart shall: and X11. WARRANT AND FOREVER DEfl wD. IN WITNESS WHEREOF, The said part y of the Srst part ha D hereunto set hie hand and seat the day and year Mt above written. • • .• `-r. • . . •. . . (SEAL) ' SM Jft tlar +�CC�.OR DD,, The foregoing instrument • -as acknowledged before the •,+..I,, t April_ '�y g, ',.�+' , *4. ' • itt- ) T e a -- i7 , b - - •, .-I6.: ca : • f �, .. =' If. rpm i;nil �! V X . 4 + • i1 + . -•1 1 WITNESS mfr band and Official Seat My Commission F.. .rej . Dew; .weir ✓ ✓ • e• I• . BRIM, Inc. LG 3Kb159 75 WE 871297-1941,001 thi21 day • • Notary Public, 0 q I 100K scat ,..r:' vc, OCT 12 1973 J. O, 8TK0R those atm iv fie* Omd ?scrimp ret O Aria Mref tipy 90441thou a other valuable coutifileratior and Teammmmmm Della it tad p WOW WIN) ad gait SS *) te EUNXt C , AlWUWON and RON= it iMOO viensalbenh 2612 8th avenue, Greeley %Sri[ Weld ,eel.t Colorado, this follarfair ad ta Pie. �F watt, ODRA, 4a Weld C U sprit 4 f P lad Mate argandel.iowikx 'fir North Halt (100 of section 22, toLwaehip 3 scythe tt Went of the 6th P Jt, with anal appineeeeme Maggie lith a" Sra758 Or Mme% ittimsdy a `' tra>met wan inettatrwisksil MIS The - ,r..t ,21173 it 117 3 , 2 .- M K rw4.•. terEsp.SmtLgierarafrialaiWr Plat, iF�t�iW..r .M440 Future Tax hotiges to agar +C s Anderseas n+�+wra-�.,�e�.r�.� tin ate+, 241z 8th Xvenue, Greeley, Colorado 80631 c a 4 4 4 SIMD, Inc. 1,I $K.L1S97S Tas 1623008i-1973 001 Ewwe34 17 B 1283 REC 02234747 12/03/90 16:09 0,0.00 1/002 F 2186 MARY ANN FROERSTEIN CLERK & RECORDER WELD CO, CO QUIT CLAIM DEED CREATING TRUST KNOW ALL MEN BY TEESE PRESENTS: That If EUNICE CHARLENE ANDERSON, the undersigned Releasor, phi) is the TRUSTOR under that certain DECLARATION OF EUN I C E ANDERSON RUT, NO F 524.42-69110 (hereinafter "TRUST"), a revocable living trust, dated NOVEMBER 5, 1990, a copy of such Notice of Trust is attached bereto eto and made a part hereof by this reference, do by these presents, hereby release, remise and, forever Quit Claim IN TRUST unto myself as TRUSTEE under said TRUST, all of my rights, title and interest in and to unto that certain property situated in Weld County, State of Colorado, and described as: 50% INTEREST IN 399 ACRES IN WELD COUNTY, CO DESCRIBED AS: N 1/2 SEC. 12.4-65W The Releasor asserts title to the aforesai€, property pursuant to an I n s trrum ant of Conveyance dated f and recorded in the Official Lad Records of Weld County, State of Colorado, in Docket 1077 at page 567-568, Book 701 a 1973a TO HAVt AND TO HOLD the said interest in the above described property unto and to the use and benefit of the said TRUSTEE and her successors itt interest forever; and that neither I nor my heirs or assigns shall have tor make any claims or demands upon said Property interest. IN WITHNESS WHEREOF, I have signed these presents this , k `' o saD, Inc. 14 SKL15975 WE 2234747e1990,001 ti 7,512 reed* Pt (Dig 4 Adel2 EUNICE CHARLENE AN BRSON Page I of 2 a • S 2283 REC 02234747 12/03/90 16:09 flO.OO 2/002 F 2187 MARY ANN PEDERSTnnN CLERR Et RECORDER WELD Co, co ACKNOWLEDGEMENT State of Arizona County of Maricopa On this t ,. day of thafiliXir r 19 2CLati before me, the undersigned Notary Public appeared EU ICE CHARLENE ANDERSON to me known to be the individual in and who executed the foregoing instruments, and acknowledged that she executed the sane as her free act and deed. MY COMMISSION EXPXRES: * %kit )4 Lt19 NOTARY PUBLIC, f trk41044.) Mail Tax Statements to: EUNICE CHARLENE ANDERSON, 10237 E. SPRING CREEK RD., SUN LIMES, AZ 85248 a Ihragieest at ea, was at j Aor "% c k lb %Pet am i'vairmarter6.•••••6140bal• ,• Magnin a a t' • ad fl i . / swig. u ..t r �7� dglrY i� mote* a el ■ eta .. a j rytai1k�i1.i �Myti. l i t .rrt, • • w sating P Flip., 1 MUDD, Inc. LG 3KL15975 ME 2234747-1990.002 'Papp2of2 An lit Wins QUITCLAIM DEED THIS DEED, is made this ,--Seer _ day of 'T'S , 199 4F between RAYMOND IL STROH, Grantor, whose address is 2514 STORE' AVE, MIDLAND TX 79701 and RAYMOND HEROLD STROH, as TRUSTEE of THE STROH FAMILY TRUST, Grantee, whose address is the same, Witnesseth, that the Grantor, for consideration of One Dollar ($1.00), reams and forever Quitclaim to the Grantee, as Trustee under the terms of'nit STROH FAMILY TRUST„ and to the Successor Trustees thereof, all right, title and interest which the Grantor may have in or to the property located in WELD County, Colorado, and described as follows: THE NORTH HALF ) OF SECTION 12, TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE 6TH P.M. Situated in: WELD COUNTY, , COLORADO. Previously recorded: OCTOBER 12, 1973 INSTRUMENT NO. 1623008. Together with all improvements thereupon and the rights, alleys, ways, waters, moments, privileges, appurtenances and advantages belonging or appertaining thereto, This Quitclaim Deed is executed pursuant to the ter s of an intervivos trust agreement entitled THE STROH FAMILY TRUST dated Oct. , 199 under which Trust the Grantor of this Deed is also the Settlor, the initial Trustee and the lifetime Beneficiary, (C.II..S. 3S-30-108) In witness whereof, the Grantor has hereunto set her hand and seal on the date set forth above. .ir r*• g" I OND IL STROH, Grantor 2414645 Bat466 Pa857 11/09/94 01:252 P# 1 OF 1 Mary Aim Feuersteln Weld Co. t clerk & Recorder STATE OFT-Fisata COUNTY OF jfl tC_1 i REC DOC 5,00 The foregoing Deed from an Individual to himseifTrustee was sworn to and acknowledged before by RAYMOND K STROLL me this r day of ._ , 199, Witness my hand and official seal,. My commission expires; ,-,&!3'..cl' Please return to: RAYMOND H. STROH 2514 STOREY AVE MIDLAND TX 79701 Notary Public MAIM by: Mini auk Tilts, P.O. 154a 3719er MOW CA 05377 DomanPIPPAiscrym fhftfl. o MLR CltASCO4A 70iia-LBQIAL D'it'OTION RARKISHED sY Cain, SKID, Inc. LG SKL15975 MS 2414645-4994.001 • I. , I.' • • SI i ; 'But�ja•3eJ JDUUV . II atl 446 oiO n CD + "8teo'D 0 En 0 11Mpt UPDATE LEGAL Ira P.C. Bait 1075 • G re .tr. Colorado Rosa, i died t 1Z)>0% Dit #9.. IMilli 01110111111,111.01.11111i1 1 b 111 lAU oo.ae �bYl Motao tl�illsoN�� Page fleccrder c�_�1�arr�ry{�Deed.� THIS DEED is a oorrveyinco of NIB rail property diatclb$U below, including any Fmprovernsritt and other appurtenances (The properly") Isom corporaLIoii(e).psrinsrs-h1pn or Esher mthly{1st] ritlrnadbslawas aRANTOPI bite lndiridual1e) or enlIty(Ills, named below as GRANTiE. The GRANTOR hereby sat and ccwwoyq ilia property to the GRANTEE and [ha GRANTOR wsrr'anis the Me to the properly, e egept for I;1) the Hen of the annuli property taxes for the year of this deed, which the GRANTEE MN pay (2) any easements and rights-o1-wsy show' of record (3) any patent reuervatbene acid exceptions (4) any OullMLnding rrrtneal Hemel) shown cl record (51 any protociAve, cGvenenls and restrictions shown of record, and 45) any addtiortal mailers shown below urrdar "Addlticnal lNarranly ExcepllonE', The Specific Terns or This Deed Are: Grantor: (Mire narrate) sled a1t*1P) ci raerderce, N the Spinet or rho miner-Grshrbr In mining In nib Dead to rilloi.t bulimia's rlghIi ntl ry Qrinlbrt as haatband and wire.) EUNICE ANDERSON TR0ST NO. 524-12-6910 AGREEMENT DATED NOVEMBER 5 r 1990 Grsritn; iCIve names and eckrenlaii4 alelamnent of eddiats, lnck4dine'vallats+) Nits or mime number, le required) OGG &S, LLO Form of Co Ownerihlp: iitthere ere Iwo or more crler,teer mica They *II be onrsidered td Iidiets'Scants In common unreel Ins wards "rn ldii5t wixds trl the lam miming art ad' d kt llia sports slat) Property Description: (thous county and stele" An undivided One-half (1/2) interest in and to the North Half (Ni) of Section Twelve (12) , township Three ‘3) North, Range Sixty-five (55) West of the 6th ?,M4 , Weld County, Colorado. Property Address; Conulderelfi,n; (The tha ereent of ■ aidI1arr artrdr.rnl dolinnal, Electeelia!atans'mra x40.5 rar Isis dMn, •,ti.lii to o..aiurnid unlets 11111 i,or►vtrarito ie lie;,r,•ie•t IL a gill.'ii 1#?1 + uaii•cc this conveyance S asalute, line end unctedfllanui) �farsaf`Mstlons-flnlrl 'kltMne: {�l the I;fANtofl hind, to relterv.ariy the pnaperly or laccnvgylap!. lhar4 sown", car ll in GRANTOR is raetrlalirig Ills GRANTEES light in the properly., melee tpprepriale kldlcarlbh.l AddMlFanal Warranty Exception; AIriclud. data Cif In al being Assumed and O1baar melters nnl cvMrred than.] Encurad by the Grda'rtmr on EaRtei tber }3 4 2004 slang lore Ctivibe tar Corpor.aan. Pedal rotaIp or,rtesotraelcN slpnewre Clans kr IneMthiew �. EUNICE ANDER- t TE ST NO. 524-12—t910 NamGrantor C Name of Grantoctparellon. Pirtnitr.hip or ksaceeilan -A43 Alts: - OKLA Harms STATE OF mina; COUNTY OF 94. The Ioregori}q *nlrurri.nr ass a rwwr.dq.d beiort me U'1u by 4 Ferry L l• Anderson as WITNESS ms Iona and o1Uciar ..at Ally aarwmhat:pir empires; STATE OF 7ferf BMX COUNTY OF The long $ q ni I r4 trm Elk. Thomas Ir . ctnowkdaa aerson ae Trustee. By; MUERT E, AUSTIN Oda !orria Fr)c5 Are F1u �rl M .AIs ! OlgiehalriP IV am, ntrti'an nplrn Way, P (*namelnroviduelGranlorla) oritt3 ani edslslent secretary of an-pon lron;aur t WITNESS rn1 ha a and ct1icitl1441. My aromileilon ■optnir t —• ma . I. T . tiulore rna ONE t r.. day 01 an Tr day al Grantor tee Grantor son r Trustee Qrantcr 5:410 1-641-42-0V 4 7•401 Cal it6 • 7-12-6910. Nets), Palk 0 of the Eunice Anderson 'Duet N4. 5z4-12-6910 i. dr I than td. n lily ad Q rot ra as P r rWd'erii or rice p rei rdent ar,d s reta r y or poked mernblrrl(■y 00 easactetibn4 IlL e SKIM, Inc. LG SKL15975 WE 3223011-2004,001 NCI. Ni WARRANTYDEED THIS DEED made this ig day of 20 between OGG S, LLB a Coloradolimited liability company, whose address is 1004 Richmond Road., Edmund, OK 73034, and The Stroh Family Trust, a Colorado corporation, whose address is 10815 W, Roundelay Circle, Sun City, AZ 8535! , Grantor, and County of Weld, a body corporate and politic of the State of Colorado whose legal address is 1150 "0" Street, Greeley, Colorado 80631, of the County of Weld, State of Colorado, Grantee: WITNESS, that the grantor, for the sum of One Dollar, and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confirm, unto the grantee, their heirs and assigns forever, all the real property together with improvements, if any, situate, lying and being in the County of Weld and State of Colorado, described as follows; SEE ATTA H D EXHIBIT "A" Also known as: Vacant land. TO ET R with all and singular the hereditarnents and appurtenances thereunto belonging, or in anywise appertaining, and the reversion and reversions, reminder and remainders, rents, issues and profits thereof, and all estate, right, title, interests, claim and demand whatsoever of the grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances. RESERVING unto' Grantor the mineral estate under said property, including oil, gas and any and all water rights currently attached to or associated with said property, except as required to sustain the integrity of the surface estate granted herein. TO RAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the grantees, their heirs and assigns forever. And the grantor, for himself, his heirs and personal representatives, does covenant, grant, bargain and agree to and with the grantees, their heirs and assigns, that at the time of the ensealing and delivery of these presents, he is well seized of the premises above conveyed,has good, sure, perfect, absolute and indefeasible estate of inheritance, in law, in fee simple, and d has good right, full power and lawful authority to grant, bargain, sell and convey the same in manner and form as aforesaid, and that the same are free and clear from all former and other grants, bargains, sales, liens, taxes, assessments, encumbrances and restrictions of whatever kind or nature whatsoever, except for taxes for the current year, easements, restrictions, covenants, conditions reservations and rights -of -way of record, if any. The grantor shall and will WARRANT AND FOREVER DEFEND the above -bargained premises in the quiet and peaceable possession of the grantees, their heirs and assigns, against all and every person or persons lawfully claiming the whole or any part thereof. The singular number shall include the plural, the plural the singular, and the use of any gender shall be applicable to all genders, 4188490 Pages: 1 of 6u � 03/16/2015 t 11:37 R Fee;$E, Fee; $0,00 KQppeI Clark and Recorder, Weld Courtly CO 1111 rjI 11/. WIM'ki'frtJ�INPWM1 ilia 11111 SELDOr Inc. DO SXL15975 WE 418S490-2015.001 Jo/4 L55'? IN WITNESS THEREOF thegrantor has executed this deed on the date set forth above. OG , LLC nderson , Managing Partner State of OKL4U, ) ss, County of OguirlicM The foregoing instrument was acknowledged before me this Jerry L. Anderson, Managing .Partner of O+3S, LLC. WIMPArt 03/41%4F‘INs% 13006507 \ g,i9044, Pete" My commission expires: in /0 any of ,fir , 2oE., by Witness my hand and official seal. 4188490 Pages: 2 of 6 03/16/Z018 W37 AM R Fee:$►o.0o D Fee;$0,00 Carly Kopp►vs, Clerk and Reovrdsr, Weld County, CD II MI I SKLD, Inc. LQ SKL15975 1188490-2016.002 INS .. ••••.'w.1•Im•* IN WITNESS THEREOF the grantor has executed this deed on the date set forth above~ The Suoh Family Trust Jay £#rob Successor Trustee State of 4 ,t r ))ssi County of \ells ) The foregoing instrument was acknowledged before me this 2C/4 day of ,Z;.4.7 , 20 lc., by Jay ' ' - - - a he Stroh Family Trust. lidapPulaki ISCeurig MOM* Wm -ia My commission expires:.- 7 iae Witness my hand and official seal. Notary Public 418 490 Pages : 3 of S 03/18/2016 11:37 AM R Fee: fl 1K' 0 Fee;$0.00 fl . 00 Carly Kcppes, Clark and Recrordsr, Weld County, CO flit rP1WIPt'E'L4 I#+) i WI4 E f i lid W ilk 11111 Inc. LG SEla,5975 WE 4188490~2016,003 ACCEPTANCE The County of Weld, a body corporate and politic of the State of Colorado, by and through its Board of County Commissioners, hereby accepts the above deeded property as Public Rights -of -Way for a Public Highway, pursuant to Colorado Revised Statute 43 "2 2O l (1)(a). Dated this j91A day of • A&ek;A ATTEST: tie BY Dep CLERK TO THE BOAR ty Cler to the Board STATE OF COLORADO ) )ss COUNTY OF WELD ) , 2016. BOARD OF COUNTY COMMISSIONERS COUNTY OF WELD, A BODY CORPORATE AND POLITIC OF THE TATE OF COLORADO Nig I' Mike Freeman, Chair MAR '14 2415 The foregoing instrument was acknowledged before me this Pr day of 2016 by Mike Freeman, CHAIR OF THE BOARD OF COUNTY COMMISSIONERS OF THE COUNTY TY OF WELD. Witness my hand and official seal. Notary Pub�t� �lJ My commission expires: ,6zh I CHERYL LYNN HOFFMAN ' NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20144048044 MY COMMISSION EXPIRES DEC. 19 2018 4188490 Pages: 4 of 6 @3/18/2016 21:37 An R Fee:$ '.66 D Fes:SO.00 Carly Koppes, clerk and Recorder, Weld County, CO Ill refll+il I'11 111 SKID, Inc. La 51CL15975 ME 4188490-2015.004 oZoie, 0 see, 7 Set a, -iair alISIIIIIIMPlisiminimpopmeporprimpausemmimmempannomer EXHIBIT -A 49-STNOp r -R EMICEL DESCRIPTIN A parcel of land, being port of thot land described in a Dried recorded September 28, 2004 as Reception No. 322X111 of the Records of the Weld County Clerk and Recorder, located In the Northeast d er (NE1/4) of Section Twelve (12), Township Three North (7.3N.), Range Sixty --Five West 0,65%) of the Sixth Principal Meridian (6th P.M.). County of Weld, State of Colorado and being more particularly described us foliowet COMMENCING at the East Quarter corner of saki Section 12 and assuming the East line of sold NEt/4 as bearing North Oa2'r0Q" West being a Grid Searing of the Colorado Stott Plane Coordinate System, North Zone, North Arnerkon Doturn 1983/2007, o distance of 2642.09 feet and with ail other bearings 'contained herein reltative thereto; THENCE South 8914'294 West along the South line of said NE1 /4 a distance of 40.00 feet to the West Right of Way line of Weld County Road 4-g recorded June 7, 1939 cm Reception No. 819288 of the Records of Weld county and to the POINT OF BEGINNING; THENCE South 89 3429" West oleng said South line a distance of 200400 feet to a line parallel with and 241100 feet Westerly of, ae m ensured at a right angle to, said Eost line; THENCE North 0021'00" Wait along sold parallel line a distance of 30400 feet to a line parallel with and 30.00 feat Northerly oft as measured of a right wile to, sold South line THENCE North 8934'29" East along sold parallel line a distance of 100.00 feet; THENCE North 44`30.45" East a distance of 99.08 feet to a litre pundit, with and 70.00 feet Westerly of, as macaured at a right angle to, sold East IIn. THENCE North 0021'00' West along said parallel line a distance of 2542.80 feet to the North line of sold NEI /4; 1HENCE South 88'50'28" East along void North lime a distance of 30.00 feet to a line parallel with and 40.00 feet West of, as measured at a right angle to sold East finer THENCE South OO'21'O0-` East eking sold parallel line a distance of 264230 to said South line and to the POttr Of BEGINNING; Said described parcel of land contains 86,829 Squore Feet or L993 Acres, more or less (4 and may be subject to any rights--of—wuy or other easements of record or as now existing on said described parcel of land. TOGETHER WITH EXISTING RIGHT OF WAY OF Yen COUNTY ROAD 49 AND BENG MORE PARTICULARLY DESCRIBED &s FOLLOWS: The East 40.00 fest of said NE1 /4. Said described pastel of land contains 1055,692 Square Feet or 2426 Acres, mars or lass (*) and may be subject to any rights —of —way or other easements of record or as now existing on said described parcel) of land. 4188499 Pages: 5 of 8 93/16/2016 11:37 AM R Fee: $0 . c8 D Fee:$0.00 $O.00 Carly KopPee, Clerk and Recorder, West County, C - Steven 110 rya On Behalf Of Xing Surveyors:01:11111,115Afh J4IkAL 1111 Colorado 'Licensed Professional Land Surw or 38348 RIGHT OF WAY ACQUISITION 0GG & S LLC act STROH FAMILY WCR 49 WELLS COUN't`'it, COLORADO KING S1.nn'Frv{ )RS nrn's h, c ,kg lt44,. W„Itl+nr, sicAti . $, sit3*t phone: COW raithi4rj i Ma initleisin, itusnacoim DATE: WELD COUNTY DEPARTMENT OF PUBLIC WORKS WCR 49 CORRIDOR PROJECT BETWEEN WC s)34 4 36 PROJECT NO: SRP-26 SCALE: N/A "itipqat 543615 bRAWN BY: CTRL SHEET: I of 2 SEI Ina. LG SELt5975 WE 418B41904-2016,005 Si C 60' EXISTING RIGHT -or ---WAY (BOOK 48, PAGE 139) ICE CORNER Sinn, T. .,I.55'`. FOUND #6 REBAR WITH 3.25s ALUMINUM CAP STAMPED LS 23522, 2OO1 IN MONUMENT BOX CIGG S LLC, THE ST OH. FAMILY TRUST PARC#121312000005 .RECR#3223011 NE 1/4 S12-T3N-R65W SO' EXISTING RIGHT OF WAY (REC. NO 646011) O G & S LLC & STROH FAMILY WCR 49 WELD Coutsi r, COLORADO 4165490 Pagest 5 of 6 03/18/201S 11!,37 AM R F+ee : $O . t M D Fn : RM . OG Carly Kocpec, Clark and Recorder, Wald County, CO tivoncroilite.111 BXHIBIT-A E 1/4 CORNER 5uc.12w T.3N., R.65W FOUND O REBAR WITH 3.255 ALUMINUM CHAP STAMPED t.5 3499% 2006 (N MONUMENT BOX POINT OF COMMENCEMENT SEE DETAIL. KING SURVEYORS use E. Clanks Dam I Witt isr, Camila N531) Slane.- (Pip f&UAW I $ p ada` S► uigtiutrtty "'eaca Ca Hapacz Accordin9 to Colorogto Ito you must oammenci my SO action based wan on defect bi this worm wan three rare um you first discover such defect. ki ng sent may uny won based upon any defeat In this surer be commented mare than tees years from the date of the rartIlloatkm stern heron (13—aty--1CI5 CAS. 2012) H►Q1E This e*bIt drear is net intended too be a monumentcitsed tend tney, it'■ so purpose 1s as ogra prhta representation lb aid In ilko gohifolttation of the written PPPPlitlY doscrWtion which It accompanist The Written � d�c�riptlan euprrMdee the LINE TABLE LINE BEARING LENGTH Li '*34!29* }• 40.00' L2 88914'29"W 200.00' L3 NOO'21'00"W 30, CV L4 M59'134'2.9'E 100.00' L5 N 44'3E'45T 99406' LS S891150$28"E 30.00' WELD COUNTY DEPARTMENT OF PUBLIC WORKS WCR 49 CORRIDOR PROJECT BETWEEN ' C'R(s) 34 & 36 PROJECT NO: SRP-26 DATE: 5-13-15 DRAWN BY: CDL S ,LE : I"=.15.0" SHEET* 2 oil San, Inc. TAG SKL1597S WE 4188490.-2016.006 Y1: . ,. • C I. I , J. 1 • 1 • WELD COUNTY COLORADO LAND RECORDS AFFIDAVIT OF INTERESTED LAND OWNERS SURFACE ESTATE THE UNDERSIGNED, States that to the best of his or her knowledge the attached list is was �true and accurate list of the names, addresses, and the corresponding Parcel Identification by the WeldWeldDoun AssessorAssessorof the owners of the �a Number assigned the property being considered. This list'property (the surface estate) within 500 feet of compiled utilizing the records of the Weld unty Assessor available on the Weld County Internet Mapping site, http:f/wwrisr.00 eid.00tus and has been modified from the original, not The list compiled for the records of the Weld County Assessor was assembled within thirty days of the applications submission date, Property Owners Within 500 ft of Parcel # 12131 100004 count Parcel R4933186 1 121301000009 R4933886 iMO232393 121302000o07 84941586 R0138094 Owner ra • a p h.(1) tPuips-Y SHELTON LAND & CATTLE LTD ARISTOCRAT ANGUS DH 121311000004 121311000004 ARISTOCRAT ANU RANCH ARISTOCRAT ANGUS RANCH 121311000019 ARISTOCRAT ANGUS RANCH M0355094 R8945194 R8945195 121311000019 HOUSTON BEN R 121312100003 WELD COUNTY 121312100004 STROH FAMILY TRUST R8945195 121312100004 OGO & S L LC (50% INT Parcels: 21 1/2322018 11:46:20 AM Signature Date Mailing Address PO BOX 65 ROGGEN, EN, CO 806520065 9053 COUNTY ROAD 34 PLATTEVILLE, CO 806519218 9053 COUNTY ROAD 34 PLATTEVILLE, LLE, CO 306519213 9053 COUNTY ROAD 34 PLATTEVILLE, CO 806519213 9053 COUNTY ROAD 34 PLATTEVILLE, CO 806519218 C/O ARISTOCRAT ANGUS RANCH 9053 COUNTY ROAD 34 PLATTEVILLE, CO 806519218 11500 ST GREELEY, CO 806319596 C/O JERRY ANDERSON 1004 RICHMOND RD EDMOND, OK 730343230 Owner Records: 32 Page 1 of 5 WELD COUNTY COLORADO LAND RECORDS AFFIDAVIT OF INTERESTED LAND OWNERS SURFACE ESTATE THE UNDERSIGNED, States that to the best of his or her knowledge the attached list is a true and accurate list of the names, addresses, and the corresponding Parcel Identification by the Weld County Assessor of the owners of the property � Number assigned the property being considered. This list (the surface estate) within 500 feet of was compiled utilizing the records of the Weld County Assessor available on the! Weld County Internet Mapping site, http://www.co.weld.cosus, .us and has been modified from the original. not beenassembled g The list compiled for the records of the Weld County Assessor was within thirty days of the applications submission date, Property Owners Within 500 ft of Parcel # 121312100004 Account Parcel R49425-86 R4942286 R494278+ I4942786 121312301001 121312301001 Owner REICH ERT AMY JO REICHERT DECK CAMERON 121312301006 121312301006 R4942986 R4942986 CLARK I RENATE 121312301007 121312301007 R4942986 I 121312301007 R4943486 R4943486 CLARK ROGER L LEDFORD BRANDY L 1/3 INT LEDFORD ROBIN L 113 INT LEDFORD RICKY S 1/3 INT 121312301016 HOLE SHARON L 121312301015 Parcels: 21 HOLE RALPH E .,,„. k 4 e y5 1/23/2018 11:46:20 AM Signature I :11 Pk' Date Mailing Address 23056 COUNTY ROAD 34 1/2 LA SALLE, Co 80645 23414 COUNTY ROAD 34 112 LA SALLE, CO 80646 2808 DHARMA AVE BROOMFIELD, CO 800205429 23222 COUNTY ROAD 341 /2 LASALLE, CO 80645 Owner Records: 32 Page 2 of 5 WELD COUNTY COLORADO LAND RECORDS AFFIDAVIT OF INTERESTED LAND OWNERS SURFACE ESTATE THE UNDERSIGNED, States that to the best of his or her knowledge the attached accurate list of the names, addresses, and the corresponding Parcel list is a true and bar the Weld CounAssessor of the owners of the � � tl Identification Number assigned the property being considered, Thislist property (the surface estate) Within 500 feet of was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site, h ://ww ,co.w I been modifiedm the original. The list compiled +� d,.us, and has not assembled within thirty days � +ed for the records of the 'alri County Assessor was of the applications submission date. Property Owners Within 500 ft of Parcel # 12131 100004 R4943686 84943686 R4944686 R4944686 84944986 R8944077 R8944077 R8944078 R8944059 Parcel 121312401001 121312401001 12131240100$ 121312401008 121312401009 121312401013 121312401013 121312401014 121506300001 Parcels: 21 Owner KLINKERMAN LOIS M KLINKERMAN JAMES A GILLILAND ULLA GILLILAND MYRON PICKETT ELIZABETH GRISHAM TERRY L GRI HA ,1 PATRICIA A WELD COUNTY WELD COUNTY Owner Records: 32 1/23/2018 11;46:20 AM Signature Date M Mailing Address • • r V 16400 LA SALLE, COUNTY ROAD 47.5 CO 806459625 23790 LA SALLE, cowry N ROAD 34 1/2 CO 80645 23650 COUNTY ROAD 34 1/2 LASALLE CO 80645 23900 COUNTY ROAD 34.5 11500 ST 11 50 0 T GREELEY, CO 806319596 Page 3 of 5 WELD COUNT ' COLORADO LAND RECORDS AFFIDAVIT OF INTERESTED LAND OWNERS SURFACE ESTATE THE UNDERSIGNED, States that to the best of his or her knowledge accurate list of #h� names, addresses, and thethe attached list is a true and corresponding Parcel identification Number assigned by the Weld County Assessor of the owners of the property(the surface the property being considered. This list was estate) within 500 feet of compiled utilizing the records of the ''elr! County Assessor available on the Weld County Internet Mapping site, http://wvvw.co.weld,colus, been modified from the original, The list compiled for �v��r+�r�.+.l+d. . us, and has not assembled within thirty days of the applications p �+� records of the Weld County Assessor was submission date. Property Owners Within 500 ft of Parcel # 121312100004 Account Parcel R8944061 i 12150 30000 2 R8944061 121506300002 R8946661 R8946652 2 R8946652 Owner SHARBONDA ELIZABETH M' SHARBONDA STEVE a 121507200005 121507200006 WELD COUNTY DECHANT DAVID ALAN 121507200006 DECHANT ALVIN JR Signature Mailing Address Date 24133 COUNTY ROAD 36 LA SALLE, CO 806459725 1150 0 T GREELEY, CO 806319596 Parcels: 21 Owner Records: 32 11521 COUNTY ROAD 49 HUDSON, CO 806429605 1/23/2018 11:46:20 AM Page 4 of 5 WELD COUNTY COLORADO LAND RECORDS AFFIDAVIT OF INTERESTED LAND OWNERS SURFACE ESTATE THE UNDERSIGNED. States that to the best of his or her knowledge the accurateI�st �f thena�� addresses, and the corresponding ahach last is a true and by the Weld��e Assessor of the �I ink la'�r�1 Iclentllitiv�t Number assigned theners of the property (the surface estate) within feet of property being considered. This list was compiled utilizing the records of the Weld unty Assessor available on the Weld County Internet Mapping site, h ,� 8 been modified from the original, The list compiled for t#p: �+�w�w.c.vId..us4 and has not assembled within thirty days of the a !i the records of the Weld County Assessor was pp ications submission date. Property Owners Within 500 ft of Parcel # 121312100004 Parcels: 21 Owner Records: 32 te‘ 1/23/2018 11:46:21 AM Signature Date Page 5 of 5 ce2Alig DISC o VERY MIDSTREAM PARTNERS Printed Name LtviSO iv/ I TA itoi ie se C Facility/Pipeline: 14)*Pcitak Mailing Address Community Meeting Location: 67,40444 bk. lc,/ lag ese. groloyc Contact Number • ig 6 Wogs:42c _ In) 072 -FIE "9- I �i. erC G2 / L 9 7 4 6g4/-674 � � z34-66* (g3V;_2. -7 DISC VERY M'IbSTRFAM PARTNERS February 21, 2018 5:30 pm — 7:00 pm Community Meeting Location: Community Meeting Notes Proposed Facility: Mustang Compressor Station LaSalle Community Center 101 Todd Ave. LaSalle, CO 80645 Large printed and digital materials were present throughout the meeting room, and included, facility plot plans, proposed elevation drawings, and aerial photography overlays of pipelines and proposed site boundaries. A presentation was made available which covered information regarding corporate overview, local leadership, EHS culture, and project specific details. As attendees arrived, they were greeted by Company personnel, asked to sign -in, and shown information about the site, project, design, construction and future operation of the Mustang compressor station and associated dehydration equipment. With each member of the public in attendance, questions were asked/answered by representatives after a review of the area gathering pipeline, compression/dehydration process, construction timeline, facility operations, and emergency preparedness. Personnel from engineering, operations, maintenance, land, and compliance were available to answer questions all evening. What follows is a summary of the questions and answers discussed during the meeting. 0: Where does the water [from the dehydration process] go? A: The moisture removed from the gas stream stays attached to the glycol after going through the contactor. When the glycol is heated up over the boiling point of water, the water becomes a vapor and is released as steam. 0: will steam be the only thing coming out of the station? A: Steam and other emissions permitted with the CDPH E. The dehy emissions go through an incinerator and combusts any hazardous air pollutants. O: Is this all piped in? A: Yes, the gas moves through the station in piping O: Is it already an existing line going in the station? A: No, the line that is coming to the station is not built yet, but we are in the final stages of getting the line permitted. a; How will the construction traffic be while this is being built? A: For the first few weeks, construction will be pretty busy due to dirt and concrete work. After that crews will be coming and id going for several months until completion. Q: What if the station "pops off" A: This is a high-tech station and notifications of any issues will be alerted to operators and will shut down long before it would "pop off'. We are not saying that a relief valve will never activate. They are DISC a VERY MIDSTREAM PARTNERS Proposed Facility: Mustang Compressor Station designed to relieve pressure before a problem arises. We are very confident in the safety systems, and that there would be a compressor shutdown before this happens. 0: What is the possibility of an explosion? A: Very rare. Both buildings have gas and fire detectors in them. Even the smallest flame or amount of gas released would be sensed and shut down before any explosion would happen. The buildings are ventilated, and Discovery has processes in place to require safe work permits and special permission before welding or culling can take place inside or near natural gas pipelines and equipment. : Will there be someone on -site monitoring this daily? A: Not necessarily, the technology on this site is very advanced and will allow monitoring by someone at our plant in Fort Lupton. We will also have operations personnel who will come and check on the site during the week. Samuel Engineering We Provide Solutions 8450 East Crescent Parkway, Suite 200 Phone: 303.714.4840 Greenwood Villager CO 80111 FAX: 303.714.4800 February 19, 2018 Discovery DJ Services, LLC Mustang Compressor Station A Portion of Parcel Number 12131 100004 The Mustang compressor station is an unmanned facility; therefore water supply and Sewer disposal is not proposed for this project site. Bottled water and port -owlets will be provided during construction. DISC 4 VERY MW WSI R EAM PARTNERS OVERVIEW TRAFFIC MEMO This traffic memo is prepared to accompany the Use by Special Review application for the Mustang Compressor Station project by Discovery Midstream Partners. The closest cross streets to the proposed station are Weld County Road 34.5 and County Road 49, South of Weld County Road 36. The site is a 4 acre lease of a 10 acre parcel. Access to the property will be from the Weld County Road 34.5. This memo provides an overview of the longo term traffic associated with the proposed use, A full Transportation Impact Study will not be necessary as the expected traffic to the site will be fewer than 21 trips per day or 7 trucks per day. If the expected traffic for the site increases in the future, the TIS S will be completed at that time. BACKGROUND Access to the site is located on Weld County Road 34.5 via an existing access road. The access road will be gravel for approximately 950 hundred feet to the site. The use of this site will be to create an approximately 4 acre lot for a natural gas compressor station. The proposed compressor station, the Mustang Compressor Station, will enable natural gas to be rerouted into storage areas during periods of low demand. The Mustang Compressor Station will expand the capacity and will enhance the efficiency of moving natural gas to a central processing plant. This use is proposed and will not be constructed until the proposed Use by Special Review application is approved. TRAVEL ROUTES/DISTRIBUTION This memo assesses current traffic generation associated with the proposed site operations. Traffic will access the site from Weld County Road 34.5. Vehicles can approach from the west on County Road 47 which is a gravel road or from the east on County Road 49, which is a paved road. The site access will be a gravel road. 1. Access Route 1 a. From Interstate 76, exit onto County Road 49 North b. In approximately 9.50 miles, turn left onto WCR 34.5 c. Access road is approximately 1,500 feet off of WCR 34.5 2. Access Route 2 a. From Highway 85 turn onto CR 44 east b. In approximately 7.90 miles turn onto CR 49 south c. In approximately 4.50 miles turn onto CR 34.5 west d. Access road is approximately 1,550 feet off of WRC 34.5 The access routes above will distribute expected traffic 75% from Access Route 1 and 25% from Access Route 2. Discovery proposes improvements to the existing access including graveling and sediment tracking. DISC o VERY MIDSTREAM PARTNERS TRAFFIC MEMO TRIP GENERATION/TIMING Construction Traffic The following vehicle summaries have been used to determine the anticipated traffic generation numbers: Passenger Cars/Pickups — 40 workers (2 workers/vehicle), 20 round trips/day. Equipment Delivery Trucks / Heavy Machinery — 5 round trips/day. Operation Traffic The following vehicle summaries have been used to determine the anticipated traffic generation numbers: Passenger Cars/Pickups — part time employee, 1 trip per day Tanker/Tandem Trucks - 2 round trips per week It is expected that the majority of the passenger car/truck traffic toffrom the site will occur between 7 a.m. and 7 p.m. DISC VERY rvilDSTREAM PARTNERS November 15, 2017 Mr. Kim Ogle Weld County Department of Planning 1555 North 17 Avenue Greeley, Colorado 80631 Dear Mr. Ogle, This letter serves as confirmation of Matt Berghorn's authority to sign on the behalf of Discovery DJ Services LLC. Per the Company agreement — "The Board may assign titles to particular Officers. Unless the Board decides othervise,if the title of an Officer is one commonly used for officers of a business corporation formed under the Texas Business Organizations Code (or any successor statute), the assignment of such title shall constitute the delegation to such Officer of the authority and duties that are normally associated with that office, subject to any specific delegation of authority and duties made to such Officer by the Board." Matt has been delegated by the Board the title of Vice President, Engineering & Construction. Thanks for your time and consideration. If you have any questions, please feel free to contact me directly atthe extension 105 via office number listed below. Regards, s Michael B. Davis Chairman Cc: Cory Jordan Discovery Midstream Partners 7859 Walnut Hill Lane, Suite 335 j Dallas Texas 75 230 1214,4141980 I DiscoveryM idstrea rn ,cam Document 41: DISC o VERY MIDSTREAM PARTN:RS Document Name: Location: Revision t 110 Revision Date: Decommissioning Plan 3/8/2018 Mustang Compressor Station DISC VERY MIDSTREAM PARTNERS Preamble Decommissioning Plan Mustang Compressor Station Discovery DJ Services, LP (Discovery) is oomnigsrato rniht -izing impacts from current and future operations. In the development standards -erSisikustang Compressor Station LJ R the Weldtounty Board of Commissioners r.� b '�aii rderlfacility. ' .� � � � decommission of the Such decisions to decommission is only oxpecto ii..tho. e; ant long-term sustained site operations cease economic viability, as determined by - the operating Company. Development Standard No. ?2 states:. - N • "The applicant shall maintain d tnplianp vith the approved Decommissioning Plan." w r'. T+ Discovery, as the operating omp&- ; *has developed this Decommissioning plan to achieve such compliance through a combination of applicable equipment and structure removal, engineering measures, and site reclamation procedures specified by the COGCC. Document #: DJSC VER'( MIDSTREAM PARTNERE Document Name: Location: Preamble ., Table of Contents Purpose ... Scope , .., . Definitions. Revision #: Decommissioning Pla n 1.0 Revision Date: 3/8/2012 Mustang Compressor Station TABLE OF CONTENTS 3 .3 Responsibility ...3 Guidelines .. • 3 Document Management. Log .4 Document #: DISC o VERY ioSTREAM1 RMICR S TRevislon #: 1 Revision Date: I 3/8/2018-1 Document Name: Decommissioning Plan Location: Mustang Compressor Station Purpose Satisfy the Condition of Approval addendum to Weld County USRI8-###tt requiring County and approval of the Mustang CompressorStation. Scope upon review and approval, this document identifies the minimum acceptable conditions for complying with the referenced Development Standard Weld County U RI -### . Definitions Company shall mean Discovery DJ Services, LLC, the local operating company of Discovery Midstream Partners LP, their affiliates or successors. Decommissioning shall mean the removal of an obsolete facility or site from active service and the return of land conditions to a reclaimed state. Site Reclamation shall mean soil stabilization in such a manner as to minimize erosion of disturbed areas to the extent practicable, including but not limited to such :disturbed areas being built -on, compacted, covered, paved, or provided more than 80% nat k -..vegetative cover. Responsibility 1 The Company's Vice President of Engineering will h,p'ensuring 'e the /Overall responsibility for plan implementation following the Company's decision for complete facility Decommissioning. 5 Guidelines 1.0 Company Decommissioning ._lPlan. • The Company will ensure a.6\oyebrouridpiping and equipment are depressurized, purged, drained and removed .rom..he thee. • The Company will ensure below grade piping and utilities will be drained, purged, capped and abandoned in plao.. f` • The Company will ensur iaboveground structures and buildings are removed from the site. • The Company will ensure concrete foundations and screw piles that protrude aboveground are cut to grade level and abandoned in place • The Company will ensure paved sidewalks, roads, and secondary containments are removed from the site. • The Company wilt ensure fuels, lubricants, chemicals, and wastes are removed from the site for reuse, recycling, or disposal by a licensed contractor. • The Company will ensure electrical systems are de -energized; and above grade electrical equipment, panels, wiring, and conduit are removed from the site. • The Company will ensure below grade electrical conduits and duct banks are capped and abandoned in place. • The Company will ensure Site Reclamation through the re-establishment ofvegetation using native grasses in accordance with local and/or state guidelines. Document #: DISC o VERY MIDSTREAM PAR -TN -ens Document Name: Decommissioning Plan Location: Document Management Log i Revision #: 1.0 Revision Date: 3/8/2018 Mustang Compressor Station This document was prepared by: Name Title Asset Phone Email Corn pal iance Manager AUTHORS VERSION HISTORY / CHANGE E LOG Incorporate county edis for fnal ubli ation, • le Samuel Engineering VW Provide Solutions 8450 East Crescent Parkway, St.fite 200 Phone: 303. 714.4840 Greenwood Village, CO 80111 FAX: 303. 714.4800 PRELIMINARY DRAINAGE REPORT Discovery DJ Services, LLC Mustang Compressor Station The Mustang Compressor Station is located in part of the Northeast 1/4 of Section 12, Township nship 3 North, Range 65 West, 6th PM, Weld County, Colorado CE -1O2 PREPARED BY: SAMUEL ENGINEERING, INC. 8450 EAST CRESCENT PARKWAY, SUITE 200 GREENWOOD VILLAGE, CO 80111 ISSUED FOR USR PERMIT Project Number 17299— Rev. A March 2018 Samuel Engineering We Provide Solutions 8450 East Crescent Parkway, Suite 200 - _ Phone: 303.714 4840 Greenwood Villager CO 80111 FM: 303.724.4800 PRELIMINARY DRAINAGE REPORT AND PLAN CERTIFICATION MUSTANG COMPRESSOR STATION PRELIMINARY DRAINAGE REPORT AND PLAN CERTIFICATION I hereby certify that this report for the preliminary drainage design of the Mustang Compressor Station was prepared under my direct supervision in accordance with the provisions of the Weld County Storm Drainage Criteria for the owners thereof." Mark A. Skeiskey Registered Professional Engineer State of Colorado No. 39396 Samuel Engineering We Provide Solutions 8450 East Crescent Parkway, Suite 200 Phone: 303.714.4840 Greenwood village, CO 80111 FAX: 303.71.4,4800 2.0 GENERAL LOCATION AND DESCRIPTION A. Site Location The subject project is located in part of the NE 1/4 of Section 12, Township 03 North, Range 65 West, 6th Principal Meridian, Weld County, State of Colorado. The property is located south of Weld County Road 36 and west of Weld County Road 49. No public streets are proposed within the property. Refer to Exhibit 1 Vicinity Map B. Description of Property The subject property is a 10 -acre leased parcel owned by Discovery DJ services, LLC. for the installation of a gas compressor station. The compressor station, access roads and detention pond will disturb approximately 4.5 acres of the 10 -acre site. Vegetation consists of prairie grasses and weeds. There are no open channels, lakes, streams or irrigation ditches in the area of the proposed development. The subject property is not located in a floodplain. The surrounding area development consists of single family residences and hog farms to t h e south, barns and agricultural property to the north, surrounding the property along with east and west of the site are oil and gas production facilities. Topographic relief over the property ranges from 4873' in the northwest corner of the parcel to 4856' in the southeast corner and is characterized by moderately flat grades that typically range from 1.0% to 9.0%. There are two soil types present on the site, Valent Sand and Vona Loamy Sand (USC ratings SP-SM and SM). Both of these soils have a hydrologic soil group rating of A, this rating of A will be used for drainage calculations. Refer to Exhibit 2 — Unified soils classification and Hydrologic Soils Group Samuel Engineering We Provide Solutions 8450 East Crescent cent Parkway, Suite 200 Phone: 303,714.4840 Greenwood Villager, Co 80111 FAX: 303.714.4800 3.0 DRAINAGE BASINS AND SUB -BASINS A. Major Basin Description The subject property is not part of the Weld County Master Drainage Plan. Drainage basins for this site will be delineated when site design is complete. The site currently does not have drainage improvements. Storm water sheet flows across the site from the north and northwest to the southeast draining onto the existing vegetation then to CR 49 roadside ditches. After construction storm water will be directed to a proposed 23,700 cubic foot (pre -design estimated size) detention and water quality pond before discharging into the natural drainage patterns. The detention pond will be designed to hold the 100 -year 1 -hour event and release at the 10 -year 1 -hour release rate following Weld County Drainage requirements for Urbanizing Drainage Areas. Drainage basin delineation and surrounding areas will be determined and shown on pre - development and post -development drainage plans. The site is located at a relatively high point inside of the major basin. Any offsite flows will be directed around the site and to the natural drainage patterns. The proposed detention pond will drain to the southeast part of the site also discharging into the pre -developed drainage patterns. County road 49 roadside ditches currently convey storm water that flows from this site to the east then along the Neces canal and ultimately the receiving waters are the South Platte River. B. Sub -Basin Description Drainage sub -basins for this site will be delineated when site design is completed. offsite flows from the east of the subject property generally do not enter the site. Any offsite flow that does reach the site will be pass through flows and will not be included in the volume calculated for the proposed detention pond. 4.0 DRAINAGE DESIGN CRITERIA IA The drainage concepts and designs will be completed in accordance with the guidelines Weld County Storm Drainage Criteria. No deviations from the Criteria were used in development of this drainage study. Other references used in developing this report include the Urban Drainage Criteria Manuals. Samuel Engineering a s We Provide Solutions 8450 East Crescent Parkway, Suite 200 Greenwood Village/ CO 80111 A. Development Criteria Reference and Constraints Phone: 303.714.4840 FAX.: 303.714.4800 There are no known existing drainage studies available for or adjacent to the subject property. Due to the type of plant being constructed the site grading will have minimum slopes with the majority of onsite runoff being conveyed by sheet flow. Ditches will be utilized in some areas to channel flow to the detention facilities. The ditches will have shallow slopes and low velocity flows, B. Hydrological Criteria for Fort Lupton, Co (See Exhibit 5, The 10 and 100 year values used for this project are 1.40 and 2.69 inches per hour respectively. The design reoccurrence rainfall intensities for this project have been established as the 10 -year and 100 -year one -hour events, The rational method will be used to calculate peak runoff for the property. Excel spreadsheets from UDFCD were used to calculate peak runoff, WQCV, Detention pond 10-yr and 100-yr storage volumes and WQCV 40 -hour release quantities. Bentley FlowMaster will be used to calculate culvert sizes, ditch capacities, orifice openings and weir sizing. The estimated detention pond volume, maximum discharge rates and WQCV have been or will be calculated using UDFCD Detention Basin Volume Estimating Workbook, Version 3.07. 5.0 DRAINAGE FACILITY DESIGN A. General Concept There is one basin that contributes to the existing storm water runoff for the property that currently discharges on the western side of the property. The site consists of undeveloped pasture land with gentle slopes ranging from 1% to 3% that historically had runoff flowing across the ground in a sheet pattern from eastto west. The drainage patterns will follow the same general path post development as pre -development patterns. Offsite flows are negligible, but will not be directed around the site. These flows will be channeled through the site and into the detention pond through the means of sheet flow and drainage ditches. Information included in the final report will include an overall site plan, pre- and post -development drainage basin delineation, construction drawings for the detention pond, table for rainfall intensity and area impervious values and various calculation sheets for, ponds and appurtenances, All roads on the site will be gravel surfaced and designed with a 2% ± cross slope. The asphalt paving has a 2% crown with no curb/gutter. All culverts with the 3 Samuel Engineering We Provide Solutions 8450 East Crescent Parkway, Suite 200 Phone: 303.714.4840 Greenwood Village, CO 80111 FAX: 303.714.4800 exception of the detention pond discharge pipes will be designed for the 10-yr storm. All on -site culverts have less than 87% of the full -flow capacity. The detention pond does not dam water in excess of 1O -ft, therefore there is no jurisdictional dam and no permit was filed with CDPHE. 6.0 CONCLUSIONS A. Compliance with Standards This drainage study will be prepared in accordance with the Weld County Storm Drainage Criteria and Urban Drainage Criteria Manuals and accepted Professional Engineering Pradices. B. Drainage Concept This drainage study has been designed to convey developed flows through an extended detention basin detention pond designed with controlled discharge rates for the minor and major storms. The flows then travel through established drainage ways in a manner consistent with the predevelopment drainage patterns. With a properly constructed and maintained pond along with the proposed erosion control measures this development will not adversely impact the existing drainage or existing downstream developments. V } ow 1.1 „NO E P. w, am ci o C CL 1a a. I N Cri taq 0 in CO igg et- IL;.Ij.KJ LL 6°Q. 2.64 cc 1 k yf p SEC. 11 SEC. 14 WCR 38 .,,' SEC 1 �...\ _ Et I i i, i t ..t..........iro—o—.................•_.....••_.............4. • asians 1 ,. m -s ! i / ((e) 0 \ Ii � w I (;\' lair ' . ,.1 .,�1/4, ) : SITE i Ul ` I SEC. 1 ILu _i�� _ el arlrell*wrizans•liglj WI I I. f F fr L / SEC. 0 I \I .\ CANAL ` SEC. 6 U c1/4) SEC. 7 WCR 36 ..�._..WCR4 I R. 64 W. SEC. . 18 T 14; SEC. 5 .��a.r..T.. Q SEC. 8 NORTH (1" = 500') SEC. 17 VICINITY MAP 1144 towns* @ eovt~____.i mica IhYlAI5MRi'.�tit er SCALE: N.T.S. DATE UJElT: DISCOVERY i] DISC E TITLE „__-- PROJECT NUMBER ..rte,a ,�as t�s.�,.z a+'+r tor the praise�t lI4. .' — {1fjQ.lH'P'r, HILl.EM �3�23�18 * SERVICES, L r TUSTANG COMPRESSOR STATION � BASIN FIELD 1/ 299 Itr allay tt, cnr+w+ . In 0.4mport. '41.1111 Sc' mutt T. HILLER 03/23j18 IXI ION':WELD couirri, co CIVIL GENERAL DRAWING NUMBER IA1$8f . It i ni DR,ttlbittt It 6@�NF7lYFi�5e.�3MIRd'i beD4wsetvtttl. •rr� Iffi}ldtVli bz rtm�Ii BP WS MA's A ISSlIJEI) FUR INFORMATION p� pM. .ylF3 j� HAS C}�C�E4z SKR 4KEtr U3f �J�tie 0144644 Wilt m.wtK. DWG Net. DESCRIPTION a4w"� El2 x0. G E 5 R S P T I Q n DAT! BY 'Meg Engineering P.satted Solnt j '"� Z' MAP RIV REFERENCE DRAWINGS REVISIONS Mien i at Fat ,Q F G I I ARISTOCRAT ANGUS RANCH ' WELD PARCEL PRE38-000Y ODUNTY, NO. 12131.2100111114 COLORADO I SHARBONoc• STEyt'E cJ k N 1334140 ai j {Pt;RCEL: L23302dQ1}Ot77) SNARkCNGA, E.L1ZASETH M (PARCEL' 121SOG3O0OO2) I I I M 1 I SHELTON LAND &Ct1TTLE LTD 1 I I I 1 li PP.OFEi€TY I CORNER. N 1 334 097 {PAR= 1.7.1.301000009) PROPERTY CORNER N 1334 000N 1 I ill J 13342OOj i E 3 215 45S E 3 250 4419 ---� rr7 .I --- ---- ---- --- --------- ---- ---- - -- ---- _-- -T--- I r NORTH 1 `�..�■ ` --4'.. _ ---- — _ .�. 8' 14/• 266' ah4' 1 l� T r 6pq• --- .�-•�.• .•�-.�. •�.. �.. ups • �.-.••r ..... aw.• •• ••Gm• �• o..� •�rrro ..�..�. �o�..� .—T ►I �.J •.�•. �., �..� � J� —r —I. + } t• ii'• >: { t�� N L33�4LId0 ry 1 ! .. + i /F tr , fi„�• Cdr .�. f i y ti'.•.� ,* i y — —L SCALEit •2CPY 'e'1 r EXIST, IxEr. 6v' RIGHT-OF-wAy ruc , xxx Jcx . �, I ti I P f 1 01 R, 5 m t 11 �* t r i t r r r i i, *• i I t tea) t r r / / t j a' , ,a 1 I 1 1 a p . r FIITIIA.E 14 RI�ePff-QF-WRY r r` Is r r III 111 I ■ a LEGEND N1333E00 I ' I.I `r -' I1titI. I, I i J l I I I I t i 1 1 1 i} y 1 Ilk 4 y 5 I Y ill I0---1-11:13413EXISTING I- �y _ t FLOW } t I l t t 1 I' MUM CONTOURS ' LEASE '" CORNER M 1 33 551- _ ti `` , j i `,_ '•-. I i ' ll PROPOSED tk I I 1 t i I 1 1 k l 1 I I I 7J CHAINI 0 1 I ! I i i r I i r j LINK 4 t i r LEASE 1 5 I f COMER ; ti1 '` N i 333 553 1 I it �f I; I I ■ - - - - EXISTING MINOR FtT{5UR5 N 13338Qt} 3 • SECUPITtr FE�MiCI:' E 3- 249 9195 I RIGHT -©F I E 3 34.9 2.15 , ,``• +,,, + f1 1 �•a.■ _ -WAY r -- - --- .—��.- �,� ----- - --_ •—�__ _�4 �'-' Tw__:.=T•--ti -i+t`; `� I PROPERTY LING �-- E}(?S7'. 64' R2I n-iaF-4YtAY �ti '1 1 .--•--•----- r `-. • ti 1 II It a ■ N 1333400 REC. No. X:44.tiC4X LEASE BOUNDARY .,. IN ► ,,, •- 4 -.,, Na 1 . ti ti4 I 11 I ► '�� I ti• y ti yt. 1 t 4 i I I y +- , t r ` • I Ita/ISIIr•Its LEASE BOUNDARY I - ADJANTPROPE:PcuNE5 ( I I IF, a i I ~_ ,,"r '�� -_-•,r' 'TI7�'- ._�: , -;t ■ - ti -r -_• 1 i 1 i I i _ Ili ! fr r t t I I ■i; DRR�INAGaFLOW!ARROW �...N133320117 TRAFFIC FLOW ARROW ,F . rt if � i ACCESS EASEMENT Illtl r---� •'L,.: -�� i Crs`` `— dr. 1 r I r jI III �•.r...,. J -...� • I • Ilr..••..•!-. -,_�•" j r ... iU 1333000 I � �er ^f FF •' 1 -' " r , .III sal` I r .� I + PROPOSED CHAIN LINK FENCE LEASE ` r-. r r•.,,i I [4 Alt 3 O3FUYER _ N 1 3?2 942 J J �� F X ,, • 5 r e ' ,. jor.• ,, , ASE �.1'"+ I �1 t4fiEP.k` ii�E3 1332800 �,+ . 244124 t LE E 01AMAR, '`003 r 11353Ot14 r WIitJ III i L. THEPROPOSED SITElSLDG4Tt' ,IMNiOFSECTION 12, N L332exi{I I�-': 4.• ' XISTIMG LOT t 299.056 ACRE PROPOSED QLtJN1E.3,696 N1 B�uiUpr"SCf5RA�aE DETENTION C FN AREA � T. I •1 FENCE —� I CD '+.� t�yl • TOWNSHIP 3 NORTH, RAGE 65 WEST, WEST OF EXIST. WELD COUNTY WAD 44 AND SOUTHI OF EXST, WELD COUNTY ROAD :Kg, 6TH PRINCIPAL MERIDIAN, WELD COUNTY, STATE OF COLORADO, 1,1 STRCH FAMILY 'R.UST '! LIGHTING WILL DE DOWICArr 2. THE SITE SURVEY FOR TICS RR�7EGT WAS PREPARED DY M 1332#00 I (PARCEL.: I OGG Et LAX 12L3i21Ofl0D4) 31 SHIELDED", DETERMINED LOCATION To B€ r I' gi I 1.1 1 rj • ACKLAh1, INC. AND WAS REc 1-ltrED ON 02/14,118. $ASED ON COLORADO STATE PLANE cookQINATE,S, Norm Ate. GNU VERT1CAl. NORTH Vi T1CA1 riMERIII".LIN ' ARISTOCRAT HQUSTON, OE:N R & ANGUS RANCH - EXIST. 60' RIGHT•t:F•VifAY REC, N0. )00D XX I QATLtM L458, N 13322OD. • (PARCDJ 121,311OOCD19) I PROPERTY / • I II r g N 13220 00 r j ' I I NiR33 is47 E3258463 PRI OPSkw ' I • S a 65P 50c. 3 N L321000 I I j 1I CORNER.I N 1 331 476 3 258 3QS IWYE I I 1 I , n d�C +[ I M 1331604 1CORNEA t I I i I RECYCLED IM1PROVEMENT �+IALT AREA _ N1 131 476 E )94- 50 2 3 F 3 5OTY 4 PROPERTY - I CORNER tl 1 331 4L0 I EXIST. 501 RIGHT-OF-WAY AEC. NO. )000 dX VEHICLE Tft GONG 1: „ i CORNER N1 331 - — . d.55 • I I E 3 2445 472 PROPER -Pr uNr: �`y, CONTROL •� 1150' E 3 2450 293 _ . I M N133000, L ... 11•12111 .li..-.-.. ..m..m. •p••* ,�.--•- I• • -•-- —..�..� .�..�.. ..�..�. �..�..� .�......�..�..�.•I �..—,..- .,..�.. ...-..�. �..�..>s .,_..�..�..�..�.. �..�. .�..�.. ......�. �..�,. .�... sal - S - I I- - — -� _..�. .—.T. 1 ---- -----_ -I- .. +--- i - --'IMF _ S -- --A1�EL�---- ! T I ------ r --- ----- X?T- --- ACCESS PERMIT/ --- ----- -; -- ---- ---- - -- ry Lai 4-T II I I REICHERT, hlr;�GHERT, ECHER'; ANY DECK ;O. i HOLE, SHARON L 8'. LEDFORD ROBIN L ' LEDFORD, BRANDY L I I CI.AITI{, ROGER • I L *�'r`,II I : P% KLINKERNAN, LOTS M I PICKETT, E.iZADETH I CR]SHAMI; •t •i► 'CBiP.Y L I I I D ktER4N HOLE, RALPH E CLARK, 13323TE , ---- KLINKERMAN, JAMES A LEDFORD, RICKY S GRISPIAI.1i PAM] CIA A n %₹ 9 ;;;Ii I I I I I 3,71EROI (PARCEL: I I 1213123010301 I (PARCEL: I U1312301OO7) (PARCEL. 321312341006) I I I EXIST.. RIGHT-OF-WAY REC. ND. X)O, 0 UNKNOWN I I *I P. W.II1 PARCEL: + 1213124010On I (PARCEL: : i i3i:�4raLaQs1) m r r u I N i t+ i E 3249604 W•set i tI In 2 E, 3249800 " ; {P14RC£L. I , 3213]344L913} I � pp Q p {} �O ' ,� ; ; ID in 0 a 4 I? C7 I I Oa 80 O 8 N0 I IG �' a4a 1Q N. O I O C7 Na a a c. t7 C4 b {� i O 4 4 I 1 I r`t t'3 W • N t+7 W it N pi W r5i r17 w ` M Ph W M in W• I fi ; t•Y, I W rHN- r' W Nrs- el W I r i ' in W at r4 415 W Is �44P M• W I rill- W N P. W air N iTt W !*t VP W . V ',I W ii rti rri 'U t*9 fi ,� I 4 .h W r,' esril W IA r■ M I I I �y S —I —I— i_11 w LU On wet bee Ca Is en'tarra Sa.h aw*a4l i*1 V ntn.ir.nd au�J •y ' a r'+A L• • Uri in rarov: Q['SC:DtlE RY DJ TJTiE PROM CT IM II ER Sr.S Ert.c-a.p 1E}. Vas oarm; Sir Ila *I �rw•mairnrr.•u,M e�atm:hS, SKI L5KE'f Mist III �•Iy, SERVICES, LlC LXI 6 VERY e1L15T+NG C©MiPflE55ClASTATION esr.s ear ,.r J� Dint T. HALEM 63U7bfJ8 �"y+�: WELD +AUNTY, CO Qla{':{}'JER'fDI BARN FIELDIhr1{�PIE$5iOM 17299 •r Q•".t.i•- ■.I I t0•444,11,01014iM+rtllr. `J;Tir1e1?y MF H K 1 SAP RA USIR On INKS ' H. yarn, o31;2r�'18 /+_ � CIVIL Dt*w1N6Iruii a MrMCb.lq Mr Sr Samuel Engineering OVERALL SITE PLAN gm KA sN.I1•:Y Stela ?ISC*II•TIOC IG ■e, p, se■I'tic. K'IC W '1ir�iiid/iQC'.SbiYiT••f ,., .I.D•I►Tlnx MIT �, .11•13741:0s !''r'f1 �' ti rf.. 5 a rr Swam B.t`FEP.1°M Cf= DRAWINGS '� 1 E` REVISIONS e 5 REVISIONSMiCS—CE am E. CTmtslrt P■ beer, Sot+ia Pha #. Con 4iq•, CR PO) I i Fix Mill A-'•4'? ',rl;7+o„trigp 10'2 A A I a f, ' — �— Precipitation Frequency Data Server Page 1 of 3 N'OAA Atlas 14,Volume 8,Version 2 Location name: La Salle, Colorado, USA* Latitude: 4O.2446'°1 Longitude: -104.60688' Elevation; 4871.76 fr* source: ESRI Maps " source: USG$ POINT PRECIPITATION FREQUENCY ESTIMATES Sonja Pence, Deborah Mardi, Sandra Pavlovip, lehani Roy, Michael St Laurent, Cad Trypeluk, Ode Unruh, Michael Yelds, Geoifery Bvhrdn NOAA, National Weather Service, Silver Spring, Mary1end P - tabular I PF graphical I Maps & aerials PF tabular LPDSI-baaed point precipitation frequency estimates with 90% confidence Intorvals (in inches)1 Duration 10-tmin I 15-ttrittl 30 -min SO-f'>ti i f 3 -hr 3 -hr 12 -hr 24 -hr [2iuJay I [3..day 1 4 -day 7 -day 10 -day 20 -day 30 -day 46 -day 1 60 -day i 0.242 (0.1864.302) 0.365 (0.268-0.442) 0.432 (0.3494.64u) 1(0 0.717 1 .679-0.895) 1864 (0.696.1.06) 734 (0,76+3.1.15) 1.08 (0.895-1.33) 1,27 L (1.08.1.64) 1.T3 (1.46-2.05) 1,89 (1.60-2.23 2.02 (1.72.2.37.E 2 (1.97-2.69) l 2`86 (219-2.96) 3.2€ (2.822.3.76) 3,93 (3.334.`'x') 4.52 (3,95-5.14) 5.08 (4:46.5.76) L _ 2 0,2133 14.366) 0430 (0.247.0.63 L(D.4234 664 0.'7Q1 fl.655.0.875 0.654 40.689-1,07} 1.01 (0.820.1.25) 1.02 (0,890-1.34) 1.26 (1.04.1.541 r.50 (1,25- 1.78 (1.48-2.13} 2.08 (1.74-2.46) 223 (1,89-2,83) 2,36 (2.00.2.78) 2469 {2.30.3,14 2.97 .5.3.461 3.76 (&2;5-4.32) r(� 4.66 1 (3.93-5.2$;1 4034 I 3,62-5.03) 56.30 I (4.69r6.08) p14.19 04.524.91) 1 tee (5.14-6.64) 6 1 0.391 (0.314-0,490) 0S2 (0.460-0,717) 0.586 1 (0.£51.41.$74} L08932 0.7491. 17) 1,13 (0.987-1.41) 1.32 (1,07-1.64) 1.42 X1.18-1.75) ties 12'-x.2.00) 1.94 (1.60-2.35) j1.89-2.72) ;2.84 214,14) .2,91 (2.37-3.33) Z95 L (2.40-x.48) 3.33 (2.84-3.80) 317 (3,1+'4-4.271 6,26 (5.11-7'.13) 7.07 (S.18-8,04) Average recurrence Interval 10 0485 (tL387-0.610) 0,710 (0.567.0.894) 0.86s (0.691.1.09) 1-I t4 .924-1.46 L. 25 ;0133 495-0.$61) 01927 {{1.725-1.25) 1.13 0E41.52) 1.61 1.18-2.04 ( n) 50 8.763 W.676-1.03-1 .67G-1.03) 1.12 (0.844.1.51) 1,34 (1.03.1.84) 143 .38- 100 0,905 (0.657-1.264 1.33 11.962-1.81} 1.82 (1.17-2.25) 2.17 ._, - 140 (1.12-1.77) 146 (1.4S2.50) 2.25 d (1.704.08) 2.69 (1.96-3.761 146 (1.33-2.08 tie (1.43-2.19) 2.01 (1.54-2,48) 2,36 Li 1.93 2.87) (2.22.7 3.14 (2.52.3.3£1 3.32 (2,79.3.95) 3.46 (2.914.10) I 3.88 (3.29.467) 426 (3.61.4.97) I. sin 4A7 -S.06) [6.03 16.19.6.86} 7.{49 0+14403) 3) 0.93 (6.99-9.17) 2.10 (1.73-2.93) 2.34 (1.674.14) 2.86 (2.134.60) p3.01 (2.424,91) 3.41 (2.75434) 3.98 (3.14-4,85) I 4.07 (3.31-5,05) 4,.21 (3.44-5.20) 4,.68 (3.82-5.68) 3,06 (4.16.6.11) $.rl 1 (5.05.7. 7.01 (6.81-8,26) 1 8.2'1 (66.83-9.62) 9.29 ('7.75-10.8) 2.66 (2.0-3,60) , 2.87 (221-3.86) 3.22 (2.x,28) 3.59 (2.804.69) 4%00 I (3,144.1 4.49 0.63- .67j I 4,68 3.711.6.68) F+I.B (3.834.0811 45.29 4.22.6.53) n5i.1}8 (4'88,96) 8.79 (8.41-8.21) 7.74 (8.28.929) 9.03 .(7,36-10.7) 10.2 (6.32-12.1) 3.21 (2.384.44) 3.47 (2,56.4.78) 200 15 (0.7'35--11 .52} 1.56 (1.08.2.22) 1,90 (1.31-2.71) 2,56 1,77-3.65} 3,19 (2.21-4.57) 3.83 (2,Ge-5.43) 41115 (2.924.86) 500 1.29 L865.1 1.,94 1.25-2.78) l 2.31 (1.53439) 3.12 (2.064,58) 3.93 (2.604.77) 4.74 (3.17-6.80) 6.16 (3.47-7A6) 3.86 1 (2.88-6.26,) 4.60 (3 ,27.6,42) 6.00 (3.664.14) 4.8'4 (3.50-6.12) 6.12 (3.68-6:63) 5.32 (4.05.8,85) 6.47 (4.16.7,01) 5.52 (4.56.7.60) 8,33 (4.88.7.95) 7.46 (5,814.24) 8.4•$ (6.82.10,4) 9.52 (7.72-12.0) 11,1 (8,72-13.4) 4.93 (3.62.6.77} 4.34 (3,85-7.23) SITS (4.20-7.71} I 6,44 X1,37-7.83} 6.16 (4.5(4.10) 8.69 (4.854.57) 6.99 (5.16.9.02) 8.13 (6.06.10.3) 9.16 (6.87.11.6) Flos (7.9+7 ,1$.3) 11.9 {8.88-14.B 1 Pre•ciptiation frequency (PF) estimates in thin *table are based on frequency analysis of partial duration aeries (P08). Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence Interval. The probabittyihat precipitation frequency estimates (for given duration and average rrcurrer a interval) wi6 be greaterthan the upper bound (or less than the lower bound) Js 5%, Estlmalet at upper bounds are not checked against prat able maximum precipitation (PMP) aalknat s and may be nigher than currently valid PMP values. Please refer to NOAA Atte 14 document for more Information. 5.16 (4,.07-8.+4{1} Eau (4.374.82) $.72 (4.874.21) 6.94 (4,85-9.43) 7.49 (4.saaeoi} 7.40 (V.30-10,0) 7886 (5.5840A) 4514 (6.46-11.81. 10,1 (7.26-13.1) 11,51 (8.36.14.9} 12,9 (9.38-15.6) L1 of 1449 14.E-2.18) 2.17 (1.38-3,20) 25a>x (1.994.1x0 3.60 (2.26 .27) 4,64 (2.89.#.8$) 8.01 (3.89-8.70) 6.59 (4S1 -9A4) 5.80 (4,49.9.63) 736 (4.77-10.0) 746 (6.0340,$) 7.68 (5.21-10.8) ?'tld (5.34.10.7) 8.20 (5.63-1'1.1) 8.63 (5,89-11.5) 9.66 6.7+1.12,9) 10.7 (7.54.142) 12.2 (8+65-16.1) 13.8 (9,66-17.$) Back to Top h. fps://Mdse.nws.noaa.gov/hdsc/pfds/pfdsrintpage,html?lat=40.2446&lion=-104.6056&data=depth .uriits=english series=pds 3/22/2018 Precipitation Frequency Data Server PF graphical Page 2 of 3 10 4 14 12 _ PDS-based depth -duration -frequency (DEW) curves Latitude: 40.241.64a Longitude:-1O4a6O55I •. . • 1 1 • • • • • . - a . r • • C • a • Es. , i 1 ip • : 0 . ..1▪ ,.•.•l•, • a. • • •• ••C • • • 4 • • • • • • • •r. • • . .. • . . • . . . . • • {•1I••�' .. �.a. .rrtl`•'Jq`�' .A a.^' a...••�TTr..I'�' • 1 •▪ waxed - I Tv��•J•T: 1 1 . r 1 a • • • • • r • • 1 •• a a . T •!I T • 1.� 1 • •1 • a .r' . .C.C C uti • •...a•...-.• ---- 1 6 ... C a: C P • • J. I ,• • • • a.. .. L a • • . ... Sc curation • ..... I{. •T ▪ j. • 71 719 • • it;91 rtk 0 • • 4,.• • .. .. c . a 1 1 • i ; • • . •••• • . yearellfr 4 •a.a.•.• Crr: 1 .- ec- i• • • ,_... ' •n...... -+..a----. I ••• • a I I I 747 8 a • S S • -1 • nee •..0• •:...."46-4• • nor •..-.. • •.►. • as* _ry.1 ter. 1.... .•-:++•• r.....1 . . , 1 • . . ...• 5 .10 NOM Atlas 14, Volume BI Version 2 25 50 100 Average recurrence interval (years) U" 414 Minn tut Markt 200 i 500 1000 Created (OMIT): Thu Mar 22 14:19:05 2018 Backtt Trig Maps & aerials Slrr+aiJ scale terrain 3km LI x[71 f I I Average recurrence [years; —rr.. 2 S 10 25 50 100 200 SOD 1 000 Duration 54u1 — 1 Q4rlljl 1 �7j 30 -marl .—. 2 -hr 0 -hr - eshr - 12 -hr alslrn 24 -hr - 2 -day — 3 -day 4 -day - 7 -day 10 -day a 20 -day 30dsy — 45 -day 80 -day https:f/hdsc.nws.naaa.gnv ]s fds/pfd.sjrintpage,html?lat-- .2146&.itart=-104.6056 data=depth4tunit3=english&series=per 3122/2018 DETENTION VOLUME BY THE MODIFIED FAA METHOD Project; Discovery,. ry,. Compressor Station Basin ID: Area Tributary to Detention Pond (For catchments than 160 acres only. For largecatchments, use hydrq�grap routing method) SMOTE: for catchments larger than 90 acres, CUHP hydrograph and routing are recommended) Determination of MINOR Detention Volume Using Modified FAA Method slMninfolrmetlon tl it Catchment Drainage Imparuivueness Catchment Drainage Area Pradavniopmeni t4RCS Soil Croup Return Period for Detention Control Time of Concentration Of Watershed Allowable Unit Raises, Rate One.hour Precipitation • Design Rainfall IUF Formula I ='CI" t'tt{C2+TJ"Cs OoefflclenI. One Coefficient Two Coefficient Three Runoff Coefficient inflow Peak Runoff Moveable Peak Outflow Rats Rainfall Du radon Minutes (input Mod. FAA Minor Storage Volume 4.96e Mod. FAA Miner Storage ;Manta • 0.114 I" a Type = T >� To- -Tr 4= Cr= CI re Ce 48.10 425Q A 10 14 0.23 1.40 26.x0 el 10 {x•760 percent EICTftS A, 8, C or D years (2, 5, 10, 25, 50, or 100 mi nu tes cfsfaor•e Inches 0.33 Qp-in 4.5_ s_cfs Op -cut =_�___ a.ee C a cubic fest atcrte41 Enter Rainfall t]uraltan Incremental Increase Value Here (2,p. 5 for 5-minutecd Rainfall Intensity Inches I hr Determination of MAJOR Detention Volume Using Modified FM Method test t-r'rfc7lt•rt11 in ut ; Cacti meat Drsinsgo Impervtauanes•s Catchment Drainage Area Predevelopment NRCS So3 Croup Return Period for Detention Control Tama of Concentration of Watershed Aflowebtu Unit Release Rats Crae-hour Precipitation O.sipo Rainfall IDF Formula Coefficient One Goafoient Two Coefficient Three Stu ll u 14 3.26 .w. 2$ 32 36 44 5D 56 62 68 74 �B4O , • . �2 e. 9B __n_...144 110 • 116 122 128 134 'Were144 _149 .41 153. 104 tab ... 170 176 _...152 • a� 18$ 1P4 200 ,f1 .. 1 ..W W • X1� 8 214 280 2_36 242 �•�71 0.78•_ Q•77 ..,:•err .. ..... 10.74 • , SJZ::.. v..v 0.72 7904.6 i01.66-61)0.68' 29-- 254. _a...w2. .••w.: 260 266 . .. -272.. µ. 278 284 _r1▪ $:. 314 •:r r••Hh 020 328 332 30.4 350 w. •mss r 3Q2 - -..... 0.03 • CtUD ,%64• 1.. _.• 0.'45....... 0.53 �.A 6.j0.52 4.51 r� {ayy.... 0.461 .. w. ..a• .•0.47 _,— — .. _. 4.07 _ ••_ 0.4B -<.'wen -ear 0.415 • w.•....0.'t4r n NW.r. 0.44 0,43 • 0.42 0.41 0.41 0.110 Mao 0.30 0.88 • r ...0:a r 3078 --•a.w�,:: 0.37374 J O.6e Mustang FAA..xja. Modified FM wee Inflow Volume acreteet sDU • t 0.184 0.197 ---It...-r 0<200 •0.262 0.205 w •0d2 _.0,218...�•nr 0.210 :•..r `If. 2• 2222 0.22 S 0. • 225 1 0.227 0.228 0.230 0.233 • _....•4..36 0.2• • ... 0.236 4.238 • .._ __0Or24vc -<242 O<2'4�J 6-.14 ..1,. 0.211.9 :•a. n„GYr.. ,. 0.251 ▪ _ 0.2.54 n... r 4.255 0.258 O.La6 0.259 . *6.2!72 4.253 Adjustment Factor "m" ou •utl •1.40 0.65 037 __-...0.0$ _ .___ r_ . •••a - 40 -0.6(}..._. _0.58 _•.- 6.5 .... • 0.5T 0.57 ,-K 4.bo�ly x.w.. ••,j�.G1f7 • ..- c7,50 0.ss tanks,n_ 4,55 0.55 .M,• , t XO.55 0.54.:...^ 0.64 _ 0_.54 _ r ruO.64 0.54 . _ 0.52.:..__. ▪ ..' 0.51 r•ww.-QltN : . 0.59. 4.58 4.58 , ..... 4.53 4:53 O.52Noe _ _4.52 _ r.. 0,62 - 0.97 0.62 ._. 0.52 -- 0,52 _- 0.52 boil . 0..w. . K: 0.52 .: _. • 0.52 •M._ W.i Merage Outflow cfa Qu t Outflow Volume sore -feet ou -uti 0.98 0.019 1/4 0.83 1}.023 I.LY_n.w... . iTlM 0.75 0.027 •• •--•TIIF 0.70.. w..r+.. 0.001 ..... n} 0.54.....__.._... &469�r., 0,81rn "a 0+47 _,.a.:10.5i 0.463 0,59 0.056 01561 O,osg 0.57 0.467 - ......J4M1.Mw.r 2071 0.56 0,075 0.55 .w,wwr __... • 0,079 - -.• J......r...... __�._-_ - •ww n...H-. 0.55 V 0.083 0.55 0.08$ O.�i4 1 0.092 - .._.. _. 0,54 0.006 -11,11.1,••••• • 0.54 0.100 0.5+0 0.104 0.54 4.1r�B --• ... l.J.:.Y - Vw,.,..r__... a•n:_.. OI5J �Ij ..L 0.112 _a 0.aa •.,O.11s ea. ,. 9.51 _.. ...._ 01.120 0.52 wa 01.52 01.52 0.52 . . 0.52 0.62 Mr••n.. -aa•4 0.124 0.128 07.132._.. 0.138 w1 0.1 B4 aieo 0.172 0.176' '2184 _ _07168 0.1087.. n..0.201 4.245 4.209 0.213 f•["..a..a—n n.e 4..217 __ 0,233 ,...-0.237 ..•;. 6.241 4i� •. 6.2-53 0.25! 0.281 Mod. FAA Minor -Storage Volume (coubla ft.) _ Mod. FAA Minor tensile Volume ofora•#t.} c UDFCC DETENTION BASIN VOLUME $tUra.ge •acre.feet (ot ot) 0,059 0.062 raa002 Toile — .7).176.1 01_07 a. . 0.140 0.111 0.112 0.113 - x:•1.1•:4- ..._ 4.114• 4.114• .- 0.11$ 0.112 4:1'11... •. 0i.1067 n__ O.t07 0.105 ^a......,,.�...r O r103 v.1 . 0.1 .00• • 01r0b_8 ., •_. 0.094 .. 0.092 .. --0.090 0.087 IV •• •0.085r.. ..c16:14 0.078 4.073 • 4.085 4.063• 0.05 i O•{J55 a.. 4.452 0.049 0.440 0.044 _041 :.:-,.. eh. O.©L.,8 • 0.035 _ 0.032 0.10;0 0.026 0,0123 0.520 0.617 Q.D14 0.011 i}.Ci13B 0.002 4,956 0.1131 - . 68 74.. I - C,* PAcerTerca n Runoff Coaaffiaieni Inflow Peak Runoff Ailowabia Peak Outflow Rate Rainfall Duration minutes (Incuti S _ S _ I, = 44.10 percent R A ; 4.250 Type' A T =f To = 14 a1= 045 Pi 4 2,09 1001 acres X11 S, C. or D years (2, 5, 10, 25. 50, or 100) minuses icfsia era Inches eta 28.50 C2__n 10_>, C3- • 0,78'9.. fromt a Batior C-= 0.43 Op -In =� 11.41 Qp-out " 3.61 Mod. FAA Major Storage Volume ■ 0.883 Mad. FAA Madar Strew Volume a 0.2'22 Rainfall Intensity Inches 1 hr (output) 14 6.25 20 5,24 2a3 4.54 3'2 4.02 aa 44 3.29 50 3.03_ 55 2.81 2.83 2.46 JD Mile • -.a. •T: .S. .r .3 , r,-Y-..sn.n 80 2.20 - ------ r 2.09.•._. 88 _. • -^ 1.$9 • • 901 1.21 104 1.$3 110...: nY 1.76 115 nrr 1.810 .-_......• T:•W.. nt.r,-awn 122 _ 1.83 128 1.57 anw•T"Awn ...• rn 'f3A 1.62 140 1,47 rr.w- _ 1 1.43_ n. 452 1.38 :.._. 158 1.35 ' 184 1.311 _...._. ••••••_w . _ ..__. 1 TO I 1.27 175 1.24 4=1,1••• 1e2• _n 1.21 • 184 1.18 -at<• ...... 194 „' 1.15• . 200 an 1.13 _. 212...a.. 2y1 B 224• r.r.2aO IA - 236 . _.. 242 246 260 • 273 _ 264 220 u, V 3192 308 314 320 3125 332 13yF�14 60 w, x1735 x192 .. 368 . 374 f.1O .- .. •1.01.... .05 1.04 1..412 1.60 • •_a. 0.128 6.4 0.83• r .. 0.91~ 0.88 O.aB 5.87 0.185 _ 0.64 !Moo., Volume acre-feet Ott _ut) 0.220 awn 0.264 0.297 0.324 0.346 0.365 0.382 0.3016 • 4,410 O.�t22 ..... 0.453 0.462„ _ .._,.0158 0.478 cis cFa cubic fast atcne•ft Adjustment I Average Factor Outflow '5m" ioufput) —.output) 1,00 3.411 0,85 3.07 0,77 2,78 0.72 2.80 0.86 2.47 • 0.88 2.3B 0.64 0.63 211 2.26 0.61 - -r - •-°0.it* .. war ., 0.80 2,16 0.50 2.(_ 0.58 2.12 • *As ..,._ •.,.. 0.58 2.10 0.478 ,.. R+•0..,..-�.rr 0.460 0,4a3 •0500 0.508 ^ _ • 0.512 0.; • `0.595 0.594 0.802 ...._, 0,646 _ „ 0.000 0.812 affe Ck181B 0.81 ▪ �:2ErQ.... 0.79 0.78 �i � _n... 6.i} - ...76 0.75 0.74 0.73 _ .. a- 4.72 _- 10.71 4.70 R � . 2830 (Less A.A 0:53 4.8$8 _ r 0.642 4,6.47 0.650 ..._ 0.652 2.08 0.57 2.08 0.57 2.05 0.66 2.04 4. 0.66 _ 2.02 _ 2101 0.65 I 2.00 •r 0.65 •a\•::•A.. ane non •an., ass Ct5$ 034 ,- r_y.C54 Ci.54 ,..r. 0.54 4.54 _..., n7:.4.54.. _._.. 0.53 _ •01.53 • 6.185-. Y IY•7 0.53 0.63 _ . 0•. 53 O.a3 0.:53 a.52 252 •` Y • -0.52 .. _. , 0.52 0.52 /01•. 52 ...ay 0.52 0.52 0.52 0.52 1.141 Outflow Volume acre -feat (out�ul) Storage 'Volume acre•foai (aumut) 0,070 0.16{1 sea.• -}.. ,l-ir4nn•o.....y_.• .•._r•. 0,085 0.i7'g 2100 0.107 0.114 w..0.2Or� 0,120 0.210 0.144 0.221 0.158 0.222 0.17+4 _0.2!22 0_.18_0 0.221x. <�.,. .0.218 .. . 4.21_9 4 0,214 0234 0,209 l'crmn10.242 0.22a_ 02034 0.126 0.279 0.1_92 0.•204 4.185 0.309 • 0.177 0.32'3 {1.1189 0.853 0.153 6.360 4.144 0.383 07.19:5 f1.3$0 0.126 2117 0.4431 0.087 0.4.66 0.48? O0.473 0.0177' ..xe_ . _—.a In •:..., .. 0.x.36 4,106.7. 1.98... 1.95 .iT . 1.97 1,97 n _ 1..95 1:9 1.95 1.95 1.94 _. 1.84 ...fi 1.93 1.83_.... 4•••• _ 1.193 a_ 1:602 1. i2 . 1.Fa _ _ 1.01 r... 1.81 ..._ 1•ial • a ._., 00 1,521 •.r• 1.40 • 1.90 1 •L+0 1.00 1'.00 1.86 • • _..1.80 •••I.4.1 Y 0.503 0.057 10.51 a... 01145 •••6-::6644.-* •-y.S � e.., •. �... .. 0.035 4.54? {11.0.25 4.562 _ 00.01 l4 0.577' 0.003 :.1t 7 ._ 41592. _: -0.006 0.*07 :. -0.010 0.622 •4.030 0.03? -0.042 0.662.. -,011053 ,• .l1.8B7-O.C1B5 a •0.40.2 ..-a.4'i� 0x097 -0.086 0.712 «G.0'oi2 0:741 sow. 1.8D 0.801 1.80 0.B15 1.66 1St 1.83 0.921 0.655 9.52 _ 1.88 07•Si;l5 0.857 0.52 1.6 7 0.950 _ 0 1 0.06 ..._ .. :.1.. _ 905 0.52 .87 mid. FAA Major Storage Volume leak it) Mod, FAA Major Steiltat Volume cacre-ft,) ESTIMATING WORKSOOK. Version 2.36, Released January 2015 -0.123 -0.183 9.683 0.2223 312212015. 10:01 AM DETENTION VOLUME BY THE MODIFIED FAA METHOD Project: Discovery Mustang Compressor Station Basin ID; pea Tributary to Detention Pond Inflow and Outflow Volumes vs. Ftainfrall Duration 1.2 1 0.8 46.1 C, I 0.8 itv C 0,4 0.2 0 S s•r ii I ti. 0 50 100 150 200 Duration (Minutes) 250 300 350 MI inc Man Inflow Wein. Mlftar Sarin Daum vat ame c usoarStrtn sue* Volum +e■ Wray Morn W w Yoko* imi•mw}ar alarm Outflow Yalu ma • M$a - Norm Mane VIA ma 400 UD FGD DETENTION BASIN VOLUME ESTIMATING WG R OK Version 2,35, Released January 2015 Mustang FAA.x9s, Modified FAA 3/22/2018, 10:01 AM PRE18-0009 WELD COUNTY, COLORADO PARCEL NO. 121312100004 1 N 1334400 N 1334200 I i ARISTOCRAT ANGUS RANCH (PARCEL: 121302000007) I pas — N 1334000 i I PROPERTY CORNER N 1 334 087 E 3 245 43.E 7/ 1 - _ SHELTON LAND & CATTLE LTD (PARCEL: 121301000009) SHARBONDA, STEVE I7 SHARBONDA, ELIZABETH M (PARCEL: 121506300002) - - - — a - - eft tP - - IND _ - - - - — TWCITTE' [GRAVEL) MN PROPERTY CORNER N 1 334 088 E3250446 I I N 1333B00 I EXIST. 60' RIGHT -OP -WAY REC. NO. XXXXXX N 1333600 N 1333400 I I Fee— EXIST. 60' RIGHT-OF-WAY REC. NO. XXXJ(XX 2 N 1333200 LEASE BOUNDARY LEASE CORNER N 1 333 551 _ E3249215 :\CC4:7\itir\ 7 ciftl ? FUTURE 140' �1 / P f`RIGHT-OF-VI�AYI FLOw MIy `i rt I } 3 I LEASE PIO •: I I ' I t ' i /' f` / CORSECURITY FENCE NER 563 PROPOSED 7' CHAIN LINK N 1333000 W N 1332800 N 1332600 N 1332400 I I I LEASE CORNER N 1 332 992 E 3 249 224 S / LEASE BOUNDARY C C E3249995 f / ft l' n LEASE I► CORNER IN, ti N 1 333 004 ' E3250003iH 'I EXISTING LOT .- 299.056 ACRES STROH FAMILY TRUST I OGG & LLC (PARCEL: 121312100004) N 1332200 3 N 1332000 4 N 1331800 N 1331600 i _ I HOUSTON, BEN R & ARISTOCRAT ANGUS RANCH (PARCEL: 121311000019) N 1331400 I —1 4 O vi O a 1-4 o w i i I PROPERTY _ CORNER N 1 331 410 E 3 245 472 a s. a rrrrra_ - I REICHERT, AMY JO & REICHERT, DECK CAMERON (PARCEL: 121312301001) I - - - - S - - I I I I E 3245600 0 on tit L11 _ E 3246000 EXIST. 60' RIGHT-OF-WAY REC. NO. XXXXXX a a HOLE, SHARON L & HOLE, RALPH E (PARCEL: 121312301030) E 3246200 E 3246400 - - - L. f RECYCLED ASPHALT IMPROVEMENT AREA 1 C 34 ifl (GRAVEL) LEDFORD, ROBIN L LEDFORD, BRANDY L LEDFORD, RICKY S (PARCEL: 121312301007) E 3247000 CLARK, ROGER L CLARK, I RENATE (PARCEL: 12131.2301006) Ce I U EXIST. RIGHT-OF-WAY UNKNOWN REC. NO. XXXXXX - - - PROPERTY LINE - - a r t _ VEHICLE TRACKING CONTROL - a 0 1 O 0 O r4 I~ v N rrT w E 324760D a O. O re- r-) w a n O CO IN Pl w KLINKERMAN, LOIS M KLINKERMAN, JAMES A (PARCEL: 121312401001) E 3248200 O C7 CO •t N r'9 W - EXIST, ACCESS PERMIT/ AP17-00017 PICKETT, ELIZABETH (PARCEL: 121312401009) E 3248600 a 4-4 PROPOSED DETENTION POND APPROX. DESIGN VOLUME = 23,[96 CF NO BUILD/STORAGE AREA i i ■ i� ■ EXIST. FENCE ■ lad ■ LIGHTING WILL BE DOWNCAST I;;I & SHIELDED, LOCATION TO BE DETERMINED i SI •; � I EXIST. 60' RIGHT-OF-WAY REC, NO. XXXXXX 1560' PROPERTY _ CORNER N 1331547 E 3 25D 463 PROPERTY _ CORNER N 1331478 E3250395 PROPERTY _ CORNER N 1 331 476 E 3 250 294 PROPERTY CORNER N 1331446 E 3 250 293 I ■ ■ - - - ■ E 3248800 O a r1 r'1 w GILLILAND, MYRON GILLILAND, ULLA (PARCEL: 121312401008) O a vtt O ito r4 N t1J a .IMMmilmM - E 3249400 GRISHAM, TERRY L GRISHAM, PATRICIA A (PARCEL: 121312401013) E 3250000 E 3250200 E 3250400 a C kE O Lr T\ C'7 w r I NORTH 0�, 100' 2WF 400' 600' SCALE: 1" = 20{1 LEGEND 5080- - EXISTING MAJOR CONTOURS EXISTING MINOR CONTOURS RIGHT-OF-WAY PROPERTY LINE • Its ■ in LEASE BOUNDARY - ADJACENT PROPERTY LINES DRAINAGE FLOW ARROW -p TRAFFIC FLOW ARROW ACCESS EASEMENT PROPOSED CHAIN LINK FENCE IS.■■ - NOTES 1, THE PROPOSED SITE 1S LOCATED IN N2 OF SECTION 12, TOWNSHIP 3 NORTH, RANGE 65 WEST, WEST OF EXIST. WELD COUNTY ROAD 49 AND SOUTH OF EXIST, WELD COUNTY ROAD XX, 6TH PRINCIPAL MERIDIAN, WELD COUNTY, STATE OF COLORADO.. 2. THE SITE SURVEY FOR THIS PROJECT WAS PREPARED BY ACKLAM, INC. AND WAS RECEIVED ON 02/14/18. BASED ON COLORADO STATE PLANE COORDINATES, NORTH AMERICAN HORIZONTAL DATUM, 1983 (US SURVEY FEET), GRID. VERTICAL: NORTH AMERICAN VERTICAL DATUM 1988. Know skits beim% CIIII be o,e PM lit Iris many nt4sccpydghiadand Ic an Inerrant of sir S ay Samuel Crpklevrkrg ;SCI. N win papered solely he the 6vn.ei'kfCtiurra USa Me MIS proles or4. Use, spy or discbsurn clan) Inlormedon shown. In whole or I:1 psi. without SE'54z1n5ert, Is silkily proNblled, h a rropyri9N breachana may Os prosecuted. Any unauthorized reuse shell oc at IS ado risk or the finer. i"-200' DV: orsiaHtp;M, SKELSXEY 03/26/1B N urom T. IiILLEN 03/26/18 _OCATIGNE DISCOVERY Di SERVICES, LLC WELD COUNTY, CO DISC 0 VERY TRLE PROJECT NUMBER MF MAS TMH A ISSUED FOR USR 03/30/18 MAS DECKED: M. SKELSKEY 03/26/18 Ow3 HO. LEycPIPIIUN REFERENCE DRAWINGS 1 3 OE SL4 IP TIDH OATE REVISIONS 5 gE 2 t MI, GEsc •PrtoV DATE Br REVISIONS APP4OVED: Samuel Engineering We Provide Solutiors 8450 E. Crescent Parkway, Sulu 200 Greenwood Wage, CO 60111 Phone: 383.714 4840 Fab 303.714.4.900 MUSTANG COMPRESSOR STATION DISCOVERY DJ BASIN FIELD COMPRESSION CIVIL OVERALL SITE PLAN 17299 DRAWING NUMBER MTCS-C E- 102 Et. A I EI l C D I E I F l G I H A I B C I D 1 1 I G 1 H 1 2 3 / i r 1 r r i J 111 r11/2 V r /4 'E}115T.100' ` C G EASEMENT / I APPROX. 1650'± TO WCR 34 1/2 i I LEASE BOUNDARY • LEASE CORNER N1333551 E3249216 3> f� rn 0o om to r � � C} o 0 I- 1 LEASE CORNER N 1 332 992 E3249224 EXIST. 30' ACCESS EASEMENT MILTON LAKE ESTATES COMPRESSOR BUILDING ---^' CONSTRUCTION TRAILERS (TEMPORARY) PLOT PLAN MUSTANG COMPRESSOR STATION DISCOVERY DJ BASIN FIELD COMPRESSION (43O) WELD COUNTY, COLORADO PRE18-0009 PARCEL NO. 121312100004 ra '4 O rV N N 000 00 9.995 ACRES 7' CHAIN LINK SECURITY FENCE LEASE BOUNDARY 213:26' --589"8'3-5".W EQUIPMENT UST 110 119/121 TEG CONTRACTOR/FILTER SKID INLET ESD SKID 111 210/215 COMPRESSOR SKIDS INLET SLUG CATCHER SKID 112 MCC BUILDING 220/221 VRU COMPRESSORS 113 NGL/WATER HEATER 310/311 TEG DEHYDRATION UNIT 114 PUMP SKID 410/413 BLOWDOWN SILENCER 115 FUEL GAS SKID 42O/421 BLOWDOWN SILENCER 116 3 PHASE SEPARATOR SKID 430 SLOP TANKS 117 NGL METER SKID 118/120 GAS METER SKID 25.31' N89°8'35"E LEASE BOUNDARY STROH FAMILY TRUST OGG & S LLC (PARCEL: 12131210O004) STROH FAMILY TRUST OGG & S LLC (PARCEL: 121312100004) 7' CHAIN LINK SECURITY FENCE LIGHTING WILL BE DOWNCAST Pt SHIELDED, LOCATION TO BE DETERMINED PROPOSED DETENTION POND DESIGN VOLUME = 13,030 CF NO BUILD/STORAGE AREA fr of LEASE CORNER N 1 333 004 E 3 250 003 30' ACCESS EASEMENT MILTON LAKE ESTATES 30' ACCESS EASEMENT DISCOVERY DJ SERVICES LLC U, LEASE CORNER N 1 333 563 • i E3249995 1 T 20' ACCESS EASEMENT MILTON LAKE ESTATES PROPERTY OWNER'S CERTIFICATE THE UNDERSIGNED, MAJOR PROPERTY OWNER (5) DO HEREBY AGREE TO THE MINOR AMENDMENT OF THE SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW DEVELOPMENT STANDARDS AS DESCRIBED HEREON THIS DAY OF 20 SIGNATURE SIGNATURE r PLANNING COMMISSION CERTIFICATION THIS MINOR AMENDMENT IS TO CERTIFY THAT THE WELD COUNTY PLANNING COMMISSION HAS CERTIFIED AND DOES HEREBY RECOMMEND TO THE BOARD OF COUNTY COMMISSIONERS, WELD COUNTY COLORADO, FOR ITS CONFIRMATION, APPROVAL AND ADOPTION THIS SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW AS SHOWN AND DESCRIBED THEREON THIS DAY OF 20 CHAIR, WELD COUNTY PLANNING COMMISSION 1 i • LEASE BOUNDARY • 1 , I 1 0' 25' SEC 2 SEC. 11 SEC. 14 Ortri e w w Z H w WCR 38 SEC NM MN IMP ■ SITE - 1, 1*. - a SEC. 12 -* SEC. in -- CANAL. SEC 45 SEC.5 ci WCR 361 U) SEC.7 0 a WCR. 34 ---rR. FA W. 13 SEC. 18 SEC• 8 NORTH 11" at SEXY) SEC. 17 1 1 NORTH 50' 100' 15D' SCALE: 1" s SQ' METAL SIGN MOUNTED TO POLE W/RIVETS - METAL POLE VICINITY MAP CONCRETE BASE FOR POLES LEGAL DESCRIPTION 4.0' N2 SECTION 12, TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE OF THE 6TH PRINCIPLE MERIDIAN, WELD COUNTY, COLORADO THE SITE SURVEY FOR THIS PROJECT WAS PREPARED BY ACKLAM, INC, AND RECEIVED ON 02/14/18. BASED ON COLORADO STATE PLANE COORDINATES, NORTH AMERICAN HORIZONTAL DATUM, 1983 (US SURVEY FEET), GRID, MUSTANG COMPRESSOR STATION XX COUNTY ROAD 49 WELD, COLORADO USR 18-XXXX IN CASE OF EMERGENCY CALL: 911 a, LA SALLE FIRE PROTECTION DISTRICT; re; (970) 284-6336 MUSTANG COMPRESSOR STATION COMPANY EMERGENCY CONTACT (970) 987-2527 C III PROJECT SIGN LEGEND RIGHT-OF-WAY w ■ I• PROPERTY LINE - LEASE BOUNDARY DRAINAGE FLOW ARROW TRAFFIC DIRECTION ARROW RECYCLED ASPHALT PAVEMENT PROPOSED CHAIN LINK FENCE EASEMENT LINE BOARD OF COUNTY COMMISSIONERS CERTIFICATION THIS IS TO CERTIFY THAT THE BOARD OF COUNTY COMMISSIONERS, WELD COUNTY, COLORADO, DOES HEREBY CONFIRM AND ADOPT TH.E MINOR AMENDMENT OF THE SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW DEVELOPMENT STANDARDS AS SHOWN AND DESCRIBED HEREON THIS DAY OF ,20 • CHAIR, BOARD OF COUNTY COMMISSIONERS ATTEST: WELD COUNTY CLERK TO THE BOARD BY: DEPUTY CLERK TO THE BOARD DATED: TM's 4Ueyrtect la cop yrlghte4 end an loClouireqiii service by Sal -n.44 Engiresrfng t SE). It w -ac pupated solely for the Cw.ner'srCNent's jse on this project only. Use, ayv or dkrClu9Jie UI fray Irrl;m-ruGun shown, in whole or in µsirt, withal it S_'s msr:sent, Is strictly nroNthted Is a capyr4ht braac h end fro y be prasetutcd. Arre urauriprized rause in I'Ie ]: titre self fist( Cl the user. 5O4.k: 1"=50' r..AT2 nec,r•Nr-r,: M. SKELSKEY 03/26/18 DRAWN: T. MILLEN y 03/26/18 r.,:an c N• DISCOVERY DJ SERVICES, LLC DISC WELD COUNTY, CO VERY TITLE Know what's bdon1 Call belton'aua PROJECT NUMBER MF MAS TMFI A ISSUED FOR USR 03/30/18 MAS r1-er<e7• NI SKELSKEY 43/26/18 o'vr:$ NI. DES ; REFERENCE DRAWINGS r 0 u 3u I� NC. C FtC I=T10N ray; PY REVISIONS C 1 6 Nu DDESCIIAL,TION DAT, RY •.R.FDJEi: REVISIONS FiVtI M}r�Q, Samuel Engineering We Provide Solutions ®450 C Grascant Pariiwa ,, Solo) 2D0 Greenwood Alms, CO 90111 Phone: 303.714.4840 Fas. 303.714.4bIR MUSTANG COMPRESSOR STATION DISCOVERY DJ BASIN FIELD COMPRESSION CIVIL PLOT PLAN 17299 DRAWING NUMBER MTCS-CE-104 A A 1 B I D 1 E 1 2 3 a' • ct pawl O U Ill Y Lai IJ } 0 in 2 R E� alto f h r4 Cr• Pri O 8s 4 --• LEASE N. N 1333500 CORNER N1333551 E 3 249 216 N 1333500 N a r ■■ '■■1 I*Nair H meIII r ■ I N 1333200 • ■ I ■ ! LEASE BOUNDARY N --1333I00 5;955 ■ ■ ■ I •1 co eo I I ___ s O a COMPRESSOR BUILDING HEADERS —41 FUTURE �r O CI GL= ap I 1 4 LEASE BOUNDARY 7 area ti - • N 133300D ASE 7' CHAIN LINK SECURITY FENCE CORNER N 1 332{992 E3249224 /t 1332900 ■■i■■JIIMIall1 ■ I I E 3249200 C rn 17R rn N - LL! LEASE BOUNDARY J 7/ J± I \ N 7' CHAIN LINK SECURITY FENCE 1 \ I I I I I / L , LEASE CORNER N 1 333 563 • E3249995S In co I II I I� . 0.1 DCTENTION POND f PLANT ACCESS ROAD V. { as 25,31' NB9 Bt5 EE•-_ V r' V. I I I�I I ' I I r LEASE 1 A 14 tie II l.I14 r a.-M_L■ U. LEASE �I CORNER N 1 333 004 I BOUNDARY la E 3 250 003 1.. I E 324960D V. N E 3249700 BOREHOLE LOCATIONS ITEM NORTHING EASTING LATITUDE LONGITUDE ELEVATION BOREHOLE 1 N 1 333 500.00 E 3 249 300.00 40.245409849 104.606902065 4871.50 BOREHOLE 2 N 1 333 500.00 E 3 249 900.00 40.245393241 104.604752757 4559.50 BOREHOLE 3 N 1 333 100.00 E 3 249 900.00 40.244295258 104.604767224 4859.50 BOREHOLE 4 N 1 333 100.00 E 3 249 300.00 40.244311866 104.606916497 484.50 BOREHOLE 5 N 1 333 410.00 E 3 249 570.00 40.245155334 104.605938127 5200.00 BOREHOLE 6 N 1 333 290.00 i E 3 249 570.00 40.244825939 104.605942461 5200.00 C CS I' Lc- N l•1 W 1I1 O ,O In N M W E 3254100 I NORTH 0' 25' 50' 140' 150' SCALE: 1" = SO' NOTES 1. THE PROPOSED SITE IS LOCATED IN N2 OF SECTION 12, TOWNSHIP 3 NORTH, RANGE 65 WEST, WEST OF EXIST. WELD COUNTY ROAD 49 AND SOUTH OF EXIST, WELD COUNTY ROAD XX,. 6TH PRINCIPAL MERIDIAN, WELD COUNTY, STATE OF COLORADO. 2. THE SITE SURVEY FOR THIS PROJECT WAS PREPARED BY ACKLAM, INC. AND WAS RECEIVED ON 02/14/18. BASED ON COLORADO STATE PLANE COORDINATES, NORTH AMERICAN HORIZONTAL DATUM, 1983 (US SURVEY FEET), GRID, VERTICAL: NORTH AMERICAN VERTICAL DATUM 1988. 3. STATE PLANE COORDINATES COVERTED TO LATITUDE/ LONGITUDE USING "CORPSCON" 6.0.1. Preliminary Not For Construction pa abatis beki R beta= r TN,dpcurnertk copy,kjnledend is an h.,etrurnnnt of sake by tsemual Enghtesrk g (SEI. It INS prepared sot* for tits Owns es/Clien LAW on this grof ed only_ Use. copy Of discepsice a!aryInfamlaborl shown. In whole or t, pert wIlhot t SE's consent, Is filch prohibited. is a copyright broad' and may be prosecuted. Airy Cato lhietred rouse shall be al the ES risk of the user. seuc: 1" = 50' cEVOMPt.: M. SKELSKEY 03/26/18 DRAVN: T. HILLEN 03/26/18 GENT: rac.Teo1M DISCOVERY DJ SERVICES, LLC DISC WELD COUNTY, CO VERY TITLE PROJECT NUM CER MF HAS TMH A ISSUED FOR INFORMATION 03/30/ 1Hi NIPS CF+E>'' n: M SKELSKEY 03/26/1.8 r>wa. MO. of}cR II'I UN REFERENCE DRAWINGS Ld OE 1�1611QY R1 REVISIONS I L IC. 11 R+ Atryppyl;c: D REVISIONS I E iyRit74EP: T Samuel Engineering We Pravido $vfullon9 &450 E. Crescent Parkway. SW's 290 Phone: 393.114.4844 Greerwood Village. CO 1.0111 Farr: 393.114.4804 F I MUSTANG COMPRESSOR STATION DISCOVERY DJ BASIN FIELD COMPRESSION CIVIL BOREHOLE LOCATION PLAN G I 17299 DRAWING NUMBER f ITCS-CE-200 A I A B C I DEPARTMENT OF PLANNING SERVICES BUILDING INSPECTION DIVISION 1555 N 171H AVENUE, GFREELEY,, CO 80631 (970) 353-6100 X3540 (9 70) 304-6498 FAX FIRE DISTRICT NOTIFICATION P ERMIT NUMBER PRE18-O09 _ PLEASE. MAIL OR FAX BEFORE ISSUANCE OWNER Discovery:At Services, LLC CONTRACTOR SITE ADDRESS .Parcel Number. 1213 -1Z -14,00-Q04 Section 12: NE Townshi 3N Rance+ 65\A1 DESCRIPTION OF WORK Compressor Station --. .. _' �' T fl i f ft i i iZ. s v iii Sr --▪ - -r _ i a S ARE DISTRICT COMPLETE BELOW a a a s - s. s r st a i S a - - - la FIRE DISTRICT NAME /4141/4- Feakaiis"1/4 'aria PDDRESS (IC P HONE NUMBER SPRINKLERS Cy. Of�'!IIE�TSrilferi- ci-teLmse01/4,s( rmic,51 ‘33L _ YE )°NO S IGNATURE PRINTED NAME — — a e a 1D1 931 CITY STATE ZIP FAX NUMBER DATE `1�I L_ Hello