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Home My WebLink About20180860.tiffU E. E (USRIAPPLICATION. DEPARTMENT OF PLANNING SERVICES * 1555 N. 171H AVENUE * + REELEY, Co 80631 www weldgov corn * 970-353-6100 EXT 3540 * FAX 970404-6496 LOS .RLANICI I NC DEPARTMENT USE AMOUNT $ APPLICATION RECEIVED BY DATE RECEIVED: C4A 12 di ;it number on Tax p. D. CASE # ASSIGNED: intorrnaticu , oblarnabte at - may.- ef",rrr t'_t PLANNER ASSIGNED Parcel Number*:.1 4 7 3 --2 1- 3 0 0- 6 4 6 Address of site: Legal Description;. PT SW4 Except Lot A & B AmRE-58 Section,: 2L. Township; 1N Ranger 65W Zone District Agricultural Acreage 16�FIood Floodplain: : N Geological Hazard: N Airport Overlay: N FEE OWNER(S) OF THE PROPERTY: Name: Matthew T_3erahnrn Company:_ Agent of DISCOVERY Di SERVICES LLC Phone #� 303-495-4863 Email:, MberahornediscoverymIdstrearn.colr- Street Address: 7859 Walnut Hill Lane. Ste. 336 City/State/Zip Code: Dallas, TX 75230 APPLICANT OR AUTHORIZED AGENT: (See below; Authorization mtJst accompany all applications signed by Authorized Agents) Name:_ Eva Norton Company,, Quality Check Energy Services, LLO_ The 720-277-179 Email: Street Address: a 540 East Bridge Street ity/Btate/Zlp Code: Brinhtnn ; CO 80601 PROPOSED USE: 4 -unit Compressor Station with flare. In -dine compressor station for removing liquids and imau.rities then 2ressur1zin0 the aas for transfer in 2iEel Ines to a central arocessi na I distribution I`acilrt . The site will revuire more than 2 construction trairers and more than 5 cortex storage containers. tIes-otpirjurntrat airs u is l cn�ltte l` itilo 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 evidenca ,must, a included indicating that the signatory has to legal authority to sign for the cos oration, t,.re) 1-4 1114..th--Th 4,20 Signature: Owner Pr- ,(Ari . Print Name Rev 4/2016 r".1-4 &id" is Vila '414 -f2 Date Signature: Authorized Agent Date . �. ,, P/c r thei Print Name DEPARTMENT OF PLANNING SERVICES 1555 N 171h AVE GREELEY, CO 80631 PHONE: (970) 353-6100, Ext. 3540 FAX: (970) 304-6498 AUTHORIZATION FORM QUALITY CHECK ENERGY SERVICES, LLC, represents DISCOVERY DJ SERVICES, LLC (Agent/Applicant) (Owner) for the property located at PT SW4 Except Lot MM B AmRE-58, SEC 21, TWN 1 , RNG 65W Agent Contact:Agent of Quality Check Energy Services, LLC.(main (main contact: Eva a Norton ) Work: 720-277-1790 Email: EVA,NORT0N OUTLOOK_QOM Owner contact: Agents of Discovery DJ Services, LLC. (main contact: Matthew 14 Berghom) Work: 303-4954853 Email: i tBERGHORN@DI CQ 'ERYMID TREAM.c0M Correspondence mailed to: (Check one) El DATE November 16, 2017 OWNER'S I NATURE Agent/Applicant Property Owner DEPARTMENT OF PLANNING AND BUILDING DEPARTMENT OF PUBLIC HEALTH AND ENVIRONNMENT BON N M ENT 1555 NORTH 17Th AVENUE GREELEY, Co 80631 AUTHORIZATION FORM FOR BUILDING, PLANNING AND HEALTH DEPARTMENT PERMITS AND SERVICES I, Matthew T. Ber horn, Agent of DISCOVERY DJ SERVICES, LW give permission to QUALITY CHECK ENERGY 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: Legal Description: PT SW4 Except Lot A & B AmRE-58 Section: 21 Township: 1N Range: 65W Property Owners Information: Matthew T. Berghorn, Agent of Discovery DJ Services, LLC Phone: 303-495-48-53 Email: Mberghorn@discoverymidstream.com Applicant/Agent Contact Information: Eva Norton, Quality Check Enemy Services, LLC Phone: 720-277-1790 Email: Eva.Norton@outlook.com Email correspondence to be sent to: Owner Applicant/Agent Both Postal service correspondence to be sent to: (choose only one) Owner Applicant/Agent Additional Info: Active Agent: Eva Norton Owner Signature: f - Date: i i 'O "a 1 Owner Signature:; Date: eina DISC VERY MIDSTREAM PARTNERS November 15, 2017 Mr. Kim Ogle Weld County Department of Planning 1555 North 17th Avenue Greeley, Colorado 80 631 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 1214.414.1980 I Disco ervMFdstrearn corn •4 USF BY SPECIAL REVIEW (USE.) APPLICATION DEPARTMENT OF PLANNING ERVICE k 1555 N. 17Th AVENUE * REELEY, CC 80631 rr w.weIdgo v co ri * 970-353-6100 EXT 3540 i FAX 970$04-6498 FOR P ANNING DEPARTMENT USE: AMOUNT APPLICATION RECEIVED BY Parcel Numbers': 1 Address of site: 2640 E Interstate 78 Frontage Road DATE RECEIVED: CASE # ASSIGNED - PLANNER ASSIGNED: (tA 12 digit number on Tax ID. information, obtainable at silaidqov corn), Legal Description: PTSM314 ISEXC 4.01. AIL0T- aARM ROD EXHIAPTOat tALSOEXC UPIMP Section; 21 Township: 01N Range: 65 vci Zone District: Agricultural Acreage: 10-0 _ Floodplain OY oN Geological Haz and :QY+)N Airport O erlay; V ON FEE O NE R(S )_O _THE PROPERTY Name: Cory Jordan Company DISCOVERY DJ SERVICES LLC Phone : (214) 414 980 Errjail: Street Address: 7859 Walnut Hill Lane, Suite 3.5 City/State/Zip Code Name: Company! Phone Dallas, TX 75230 cor,@discoueryrnidstrearat.com Street Address; City/State/Zip Code; Name: Email Company: Phone #. Street Address- City/State/Zip Code: Email: APPLI ANT OR AUTH Name: Mark Skelskey E ' T: (See below Authorization must acre o any all applications signed byAuthorizedAgents) Company; Samuel Engineering Phone is (303) 567-1537 Street Address: City'/tate/Zip Code: Email: inskelskey@samuelkngineering corn MO East Crescent Parkway, Suite 200 Greenwood \aU Iage, Co 80)11 PROPOSED USE: Compressor Station In -line com ressor station for removing liquids and impurities then pressurizing the gas for transfer in pipelines to a central processing/distribution facility. The site wriequire more than e stru Lion trailer and more than 5 conSS storege containers. A subdivision exemptrar wee-requiredferthis it I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/ar plans submitted with or contained within the application are true and correct to the bestof my (our)knowledge, Signatures of all fee owners of property must sign this application. If an Authorized Agent signs ,, a letter of authorization from all fee owners must be inducted with the application. If a corporation is the fee owner, notarized evidence must be included indicating that the signatory has to legal au . r � rity to sign fort. orpo rail on, or Authorized Agent Date C2 T:itn Signature; Owner or Authorized Agent Date Pnnt Name Rev 4/2016 A pre -application meeting PRE17-0175 was held for this site on June 22, 2017 DEPARTMENT OF PLANNING 1555 N y r i") GREELEY, lo - PH E: <970) FAX:(970) 304,acta AUTHORIZATION FORM Samuel Engineering (Agent/Applicant) located atLachbuie Location Parcel; 147321300046 LEGAL DESCRIPTION: SEC 21 SUBDIVISION NAME: I can be contacted at the following represent DiscoveryDJ Services LLC TVVN (Owner) RNG 65W for the Pro Pew ale LOT SL Home (303) 7144840 work (303) 567-7537 - Email: mskeiskey@samuelengineerirg ccm The property owner Gan be contacted at the following Home (214) 4141980 Work (214) 414-1980 Email: � 1� �v r r idstreat-I .corn Correepondende emaiied to; (Check one) DATE 7 ar Za_ 9 -1-7 OWNER'S SIGNATURE FM Agent/Applicant c Property Owner I Disc 4VERY F.q I r 7 :S ;: °° May 31, 2017 Mr. Kim Ogle Weld Cou L° Department al -flaming 055 North Avarrut Citaley, Caundo 810631 Dear Mr. 04e, nA Fr 171N, is._`. 'at* [MEET Min)CS W411• caltirsn i iun a1Cuu • JurclhrC . iu h tv 10 sign Crn Lh ; behailLic Discsucry Di' Services LL.C. Per the Curnpany awe ent - "The Board gn 'lilies to part_ ai rc Dicta Unless the .E r [hackles s othirwise., if the title of atr O1 Tttr w one co1 mortlsi use for WTIi-t . uf business rrrration formed d min— the. TeXaS Bu.Sin s Organizations Code Or any suirtmksur sla°tul4, the assitrunent. or scum title shrill ran titute the delegation. to -Such. OfTwer of the lti haridy anddeli that ate nurnxiiily associated. with that t 'I l a ' subject ect to try specific delegation u J• authurity and duties me de!t $uc . Officer by the 13oard. bas been.._tielegaiDd by the, Dotard the lido of Executive V ice .Pre iden. Op rai:u ThaitilkS for your time crud t ongcdtrali . If you have any quest i ufr -pause feet .free to corwid me directly at the extension 105 via office number listed. betrays& l evards, Michael a Davis_ president Cc: Cury 'Jericho iliscoymry MidtrearrOuri Disr:r . °ryrMhLltredrn P1ri-!eni I ?S52 W ilrrut t I c' La,rt, Srt 335 relkillk, 7X 7523: 1214114 19B0 r•_s I •a '.: ef: -[ _ I Samuel Engineering We Theovide Solutions 8450 E. Crescent Parkway Suite 200 Greenwood Village, Colorado 80111 USE BY SPECIAL REVIEW QUESTIONNAIRE CE -101 For discovery DJ Services, LLC Lochbuie Compressor Station Parcel Number 1473-21-3-00-046 The Lochbuie Compressor Station is part of the Southwest 1/4 of Section 21, Township I. North, Range 65 West, EXC Lots A C B Amended Recorded Exemption AM RE -58 Also EXC UPRR RES Weld County, Colorado PREPARED BY: SAMUEL ENGINEERING, INC. 8450 EAST CRESCENT PARKWAY, SUITE 200 GREENWOOD VILLE, Co 80111 ISSUED FOR USR PERMIT Project Number 17192-01 Rev. A August 2017 Phone: 303-714-4840 Fax: 303-714-4800 Engineering • Project Controls • Estimating Construction Management DISCOVERY DJ SERVICES, LLC LOCH BLJ I E COMPRESSOR STATION PROJECT NUMBER: 17191-01 DATE: AUGUST 21, 2017 LJSR APPLICATION Rev. A, Page 2 of 8 1.0 PROJECT DESCRIPTION Discovery Di Services, LLC (Discovery) is in the process of expanding operations in Weld County, Colorado, This project will include a compressor station and interconnecting pipelines for the purpose of compressing and the transportation of natural gas through gas pipelines. This application for a Use by Special Review Permit only addresses the construction of a four - compressor station on leased property. Additional USR permit applications will be submitted for any future plants, compressor stations, pipelines or other facilities. The closest cross streets to the proposed station are Weld County Road 41 and East Interstate 76 Frontage Road North of Weld County Road 6. The site is a 10 -acre lease of a 78.33 -acre parcel. The parcel number for the site is 147321300046. The address of the 78 -acre parcel is 20033 County Road 6, the compressor station address is to be determined. Discovery intends to construct the proposed compressor station during the fourth quarter of 2017. The compressor station is an pan -manned facility. The station will operate 24 hours a day, 7 days a week, year-round. Because this is an un-manned station on leased property, no sewer or water is proposed for this site. After construction is complete in the spring of 2018, traffic to the site will be limited to a short daily site visit by an operator and 1 truck twice a week. Wherever possible the site will be shielded with berms and fencing. All items presented in this application are preliminary and are subject to change until final design is complete. 1.1 PROJECT OVERVIEW This compressor station enables natural gas to travel through pipelines which is crucial to the natural gas transport system. They also allow the gas to be rerouted into storage areas during periods of low demand. The Lochbuie compressor station will expand the capacity and will enhance the efficiency of moving natural gas to a central processing plant. The Lochbuie plant will remove any liquids and impurities using dehydration and a slug catcher then compress the dry gas for transportation in pipelines to a central processing plant for distribution. Any produced water and condensate will be separated and trucked off -site for sale or subsequent disposal in accordance with federal, state a n d local regulations. Samuel Engineering DISCOVERY DJ SERVICES, LLC LOCHBUIE COMPRESSOR STATION PROJECT NUMBER: 17191-01 DATE: AUGUST 21, 2017 USR APPLICATION Rev. A, Page 3 of 8 2.0 USE BY SPECIAL REVIEW QUESTIONNAIRE Planning Questions 1. Explain, in details. 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 Lochbuie Compressor Station includes 4 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. Most of the equipment will be horizontal or close to ground level. The exceptions to this are the flare at 55 feet tall and the dehydration tower at 49 -foot maximum height. There are no plans for future expansion of this compressor station. A subdivision exemption will be applied for with this USR permit, 2. Explain how this proposal l consistent with the intent of the Weld County Code, Chapter 22 of the Comprehensive Pion. 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, and is clustered close to other oil and gas facilities. Per Chapter 22, oil and gas facilities are allowed as a use by right in the A (Agricultural) Zone Districts 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. Cl. A. 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 DJ Services, LLC is proposing to utilize for the gas compression is on dryland grasses that is located in a semi -rural area where there is a significant amount of oil and gas activity already occurring. Samuel Engineering { Pvoyfd# %EJQ{!P09 F DISCOVERY Di SERVICES, LLC LOCHBUIE COMPRESSOR STATION PROJECT NUMBER: 17191-01 DATE: AUGUST 21, 2017 USR APPLICATION Rev. A, Page 4 of 8 Section 22-5-100. E.OG.Goa l 2. states "Ensure that the extraction of oil and gas resources conserves the land and minimizes the impact on surrounding land and the existing surrounding land use." 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 close 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 land uses surround the site. Explain how the proposed use is consistent and compatible with surrounding /and uses. The surrounding parcels can be classified as mixed use with agricultural, commercial, Industrial and residential properties on the surrounding parcels of the proposed site. Adjacent parcels in all directions have some type of oil and gas infrastructure currently operating. Interstate 76 and the interstate frontage road are on the west property boundary. 5. What are the hours and days of operation? The hours of operation for the facility will be 24 hours/clay, 365 days/year. 6. List number of full time and/or part time employees propose to work at the site. There will be no permanent employees working on the site. Only an operator will make a daily site visit. 7. If shift work is proposed include number of employees per shift. No shift work is proposed. 8. List Number of people who will use the site. This station is an unmanned facility operated remotely. 9. List number & type of animals There will be no animals on site. 10. Describe the type of lot surface and the square footage of each type. The Lochbuie bu i e site is located on 10 acres of leased ground, more or less. Total disturbed area will be approximately 3 acres, 130,680 W. There will be no asphalt, gravel will cover Samuel Engineering Fa Providit Water DISCOVERY Di SERVICES, LLC LOCHBUIE COMPRESSOR STATION PROJECT NUMBER: 17191-01 DATE: AUGUST 21, 2017 USR APPLICATION Rev. A, Page 5 of 8 approximately 82,500ft2, buildings will cover approximately 8,130 ft2, 4,000 ft2 will remain bare ground and the remaining areas, 36,050 ftZ will be reclaimed with native grasses, 11. How many 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. After construction berms will be constructed as screening and/or landscaping wherever possible. A Landscape Plan will be developed with a request for comments from the adjacent property ow 13. Describe the type of fence proposed for the site. The fence will be standard 5' chain link fence (6' fabric) with 3 strand barbed wire top. Decorative slats are being considered as additional screening. A Landscape and Screening Plan will be developed with a request for comments from the adjacent property owners. 14. Describe proposed screening. A Screening Plan will be developed with a request for comments from the adjacent property owners. Fencing and native vegetation are being proposed as the primary screening at this time. 15. Explain proposed reclamation procedures. There is no intention of ceasing operations of this facility once it is operational, however if the plant is deemed obsolete, the plant closure will follow all Federal, State and Local (County) regulations. 16. Who will provide fire protection. The Hudson Fire Protection District will provide fire protection for the site. 17. List proposed on -site and off -site improvements associated with the use and timeline when improvements will be completed. No offsite improvements are proposed as part of this project. Onsite improvements will include perimeter fencing for the facility, and gravel roads on the property to access the facility. Construction activities are expected to begin following receipt of the applicable federal, state, and local permits and will last approximately 3-4 months. Construction is expected to begin in the 4th Quarter of 2017. Restoration of the site and final clean-up will begin immediately following completion of construction activities expected to be around March 2018. Engineering Questions Samuel Engineering DISCOVERY Di SERVICES, LLC LOCHBUIE COMPRESSOR STATION PROJECT NUMBER: 17191-01 DATE: AUGUST 21, 2017 USR. APPLICATION Rev. A, Page 6 of 8 1. Describe how many roundtrips/day are expected for each vehicle type During construction, semi -tractor trailers will be used to haut equipment and materials to the site, along with passenger cars/trucks for site workers and construction management. Following construction of the facility, during normal operation, only an operator will make a daily sit visit (1 roundtrip per day). A service type of truck will access the site approximately twice per week. 2. Describe the expected travel routes for site traffic; The site access will mainly be from Interstate 76 exit to Weld County Road g then the 1-76 frontage road to the site. 3. Describe the travel distribution along the routes. It is anticipated all vehicles will use the 1-76 and 1-76 Frontage Road access. 4. Describe the time of day that you expect the highest traffic volumes. Traffic to the site will be minimal and may be slightly heavier in the morning around gam if maintenance is required. 5. Describe where the access to the site is planned. The proposed access for this site will be from an existing Access permit AP 1E-0502 located on the 1-76 Frontage road. An access permit application accompanies this 1USR application. 6. Drainage Design with Detention Pond Design A storrriwater detention pond will be required for this site. The drainage report and detention will follow all requirements of the storm Ovate r 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 Urbanizing Drainage Area and will retain the 1 -hour 100 -year storm with the release rate for the 1 -hour 5 -year storm events. A narrative with the preliminary drainage concept described is attached to this document Environmental Health Questions 1. What is drinking water source on the property? This is an un-manned station with no potable water needed. Samuel Engineering DISCOVERY DJ SERVICES, LLC LOCHBUIE COMPRESSOR STATION PROJECT NUMBER: 17191-01 DATE: AUGUST 21, 2017 USR APPLICATION Rev. A, Page 7 of 8 2. What type of sewage disposal system is on the property? This is an un-manned station with no sewage disposal necessary. 3. Is storage or warehousing proposed? Any storage or warehousing of materials or equipment on site will be minimal. The following materials are expected for a plant of this type: 1. Lu be Oil 2. Solvents 3. Grease 4. Filters S. 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 Data Sheets (SDS). Any liquid wastes will be temporarily stored in a container approved for that waste. Any solid wastes (Le, used oil filters) will also 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 a l l chemical/oil wastes as required by state and federal regulations. 4. Describe where and how storage will occur on this site, See above. Fuel Storage information. 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 for the inlet compressors and for the flare. 6. Vehicle Washing and containment. No vehicle washing is proposed for this site. 7. If there will be floor drains indicate how fluids will be contained1 Floor drains are not proposed. 8. Indicate if there will be any air emissions. SWCA Environmental Consultants has applied for all necessary air permits. Samuel Engineering DISCOVERY DJ SERVICES; LLC LOCHBUIE COMPRESSOR STATION PROJECT NUMBER: 17191-01 DATE: AUGUST 21, 2017 USR A►PPLIEATION Rev. A►, Page 8 of 8 9. 'A 10. N/A Gu i k ing Questions List type, size and number of existing and proposed structures. 1. The will be four arctic type buildings to house the compressors, two for the dehydration units and a modular type MCC building. A Conex will be used for small storage. Samuel Engineering Wq Ac. 1d coMiltanen Samuel Engineering We Provide Solutions 8450 E. Crescent Parkway, Suite 200 Phone: 303-714-4840 Greenwood Village, Colorado 80111 Fax: 303-714-4800 USE BY SPECIAL REVIEW QUESTIONNAIRE CE -101 For Discovery DJ Services, LLC Lochbuie Compressor Station Parcel Number 1473-21-3-00-046 The Lochbuie Compressor Station is part of the Southwest 1/4 of Section 21, Township 1 North, Range 65 West, EXC Lots A & B Amended Recorded Exemption AM RE -58 Also EXC UPRR RES Weld County, Colorado PREPARED BY: SAMUEL ENGINEERING, INC. 8450 EASTCRESCENT PARKWAY, SUITE 200 GREENWOOD VILLAGE, CO 80111 ISSUED FOR USR PERMIT Project Number 17192 -01 —Rev. A August 2017 Engineering • Project Controls • Estimating • Construction Management DISCOVERY DJ SERVICES, LLC LOCH BUIE COMPRESSOR STATION PROJECT NUMBER: 17191-01 DATE: AUGUST 21, 2017 USR APPLICATION Rev. Al Page 2 of 8 1.0 PROJECT DESCRIPTION Discovery DJ Services, LLC (Discovery) is in the process of expanding operations in Weld County, Colorado. This project will include a compressor station and interconnecting pipelines for the purpose of compressing and the transportation of natural gas through gas pipelines. This application for a Use by Special Review Permit only addresses the construction of a four - compressor station on leased property. Additional USR permit applications will be submitted for any future plants, compressor stations, pipelines or other facilities. The closest cross streets to the proposed station are Weld County Road 41 and East Interstate 76 Frontage Road North of Weld County Road 6. The site is a 10 -acre lease of a 78.33 -acre parcel. The parcel number for the site is 147321300046. The address of the 78 -acre parcel is 20033 County Road 6, the compressor station address is to be determined. Discovery intends to construct the proposed compressor station during the fourth quarter of 2017. The compressor station is an un-manned facility. The station will operate 24 hours a day, 7 days a week, year-round. Because this is an un-manned station on leased property, no sewer or water is proposed for this site. After construction is complete in the spring of 2018, traffic to the site will be limited to a short daily site visit by an operator and 1 truck twice a week. Wherever possible the site will be shielded with berms and fencing. All items presented in this application are preliminary and are subject to change until final design is complete. 1.1 PROJECT OVERVIEW This compressor station enables natural gas to travel through pipelines which is crucial to the natural gas transport system. They also allow the gas to be rerouted into storage areas during periods of low demand. The Loch buie compressor station will expand the capacity and will enhance the efficiency of moving natural gas to a central processing plant. The Lochbuie plant will remove any liquids and impurities using dehydration and a slug catcher then compress the dry gas for transportation in pipelines to a central processing plant for distribution. Any produced water and condensate will be separated and trucked off -site for sale or subsequent disposal in accordance with federal, state and local regulations. Samuel Engineering leVe Ptetvkle 501ull0rrrs DISCOVERY DJ SERVICES, LLC LOCH BUIE COMPRESSOR STATION PROJECT NUMBER: 17191-01 DATE: AUGUST 21, 2017 USR APPLICATION Rev. A, Page 3 of 8 2.0 USE BY SPECIAL REVIEW QUESTIONNAIRE Planning Questions 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 Lochbuie u i e Compressor Station includes 4 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. Most of the equipment will be horizontal or close to ground level. The exceptions to this are the flare at 65 feet tall and the dehydration tower at 49 -foot maximum height. There are no plans for future expansion of this compressor station. A subdivision exemption will be applied for with this USR permit. 2. Explain how this proposal I consistent with the intent of the Weld County Code, Chapter 22 of the Comprehensive Plan. Section 22-2-1O(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 22-5-1O0 (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, and is clustered close to other oil and gas facilities. 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, 6.2. Al 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 DJ Services, LLC is proposing to utilize for the gas compression is on dryland grasses that is located in a semi -rural area where there is a significant amount of oil and gas activity already occurring. Samuel Engineering IMP PPnvMa 5tiftttIorts DISCOVERY DJ SERVICES, LLC LOCHBUIE COMPRESSOR STATION PROJECT NUMBER: 17191-01 DATE: AUGUST 21, 2017 USR APPLICATION Rev. A, Page 4 of 8 Section 22-S-100. B.OG.Goal 2. states "Ensure that the extraction of oil and gas resources conserves the land and minimizes the impact on surrounding land and the existing surrounding land use." 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 close 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 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, commercial, Industrial and residential properties on the surrounding parcels of the proposed site. Adjacent parcels in all directions have some type of oil and gas infrastructure currently operating. Interstate 76 and the interstate frontage road are on the west property boundary. What are the hours and days of operation? The hours of operation for the facility will be 24 hours/day, 365 days/year. 6. List number of full time and/or part time employees propose to work at the site. There will be no permanent employees working on the site. Only an operator will make a daily site visit. 7. If shift work is proposed include number of employees per shift. No shift work is proposed. 8. List Number of people who will use the site. This station is an unmanned facility operated remotely. 9 List number& type of animals There will be no animals on site. 10. Describe the type of lot surface and the square footage of each type. The Lochbuie site is located on 10 acres of leased ground, more or less. Total disturbed area will be approximately 3 acres,. 130,680 ftz. There will be no asphalt, gravel will cover Samuel Engineering We_ prayed. 5tifttUorts DISCOVERY DJ SERVICES, LLC LOCHBUIE COMPRESSOR STATION PROJECT NUMBER: 17191-01 DATE: AUGUST 21, 2017 USR APPLICATION Rev. Al Page 5 of 8 approximately 82,500ft2, buildings will cover approximately 8,130 ft2, 4,000 ft2 will remain bare ground and the remaining areas, 36,050 ft2 will be reclaimed with native grasses. 11. How many 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. After construction berms will be constructed as screening and/or landscaping wherever possible. A Landscape Plan will be developed with a request for comments from the adjacent property ow 13. Describe the type of fence proposed for the site. The fence will be standard 6' chain link fence (6' fabric) with 3 strand barbed wire top. Decorative slats are being considered as additional screening. A Landscape and Screening Plan will be developed with a request for comments from the adjacent property owners. 14. Describe proposed screening. A Screening Plan will be developed with a request for comments from the adjacent property owners. Fencing and native vegetation are being proposed as the primary screening at this time. 15. Explain proposed reclamation procedures. There is no intention of ceasing operations of this facility once it is operational, however if the plant is deemed obsolete, the plant closure will follow all Federal, State and Local (County) regulations. 16. Who will provide fire protection. The Hudson Fire Protection District will provide fire protection for the site. 17. List proposed on -site and of site improvements associated with the use and timeline when improvements will be completed. No offsite improvements are proposed as part of this project. Onsite improvements will include perimeter fencing for the facility►, and gravel roads on the property to access the facility. Construction activities are expected to begin following receipt of the applicable federal, state, and local permits and will last approximately 3-4 months. Construction is expected to begin in the 4th Quarter of 2017. Restoration of the site and final clean-up will begin immediately following completion of construction activities expected to be around March 2018. Engineering Questions Samuel Engineering 1'V't- PPnverf 56 ittUlarrs DISCOVERY DJ SERVICES, LLC LOCHBUIE COMPRESSOR STATION PROJECT NUMBER: 17191-01 DATE: AUGUST 21, 2017 USR APPLICATION Rev. Al Page 6 of 8 1. Describe how many roundtrips/day are expected for each vehicle type. 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 operation, only an operator will make a daily sit visit (1 roundtrip per day). A service type of truck will access the site approximately twice per week. 2. Describe the expected travel routes for site traffic. The site access will mainly be from Interstate 76 exit to Weld County Road 8 then the 1-76 frontage road to the site. 3. Describe the travel distribution along the routes. It is anticipated all vehicles will use the 1-76 and 1-76 Frontage Road access. 4. Describe the time of day that you expect the highest traffic volumes. Traffic to the site will be minimal and may be slightly heavier in the morning around 8 am if maintenance is required. 5. Describe where the access to the site is planned. The proposed access for this site will be from an existing Access permit AP16-0502 located on the 1-76 Frontage road. An access permit application accompanies this 1USR application. 6. Drainage Design with Detention Pond Design. A stormwater detention pond will 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 Urbanizing Drainage Area and will retain the 1 -hour 100 -year storm with the release rate for the 1 -hour 5 -year storm events. A narrative with the preliminary drainage concept described is attached to this document. Environmental Health Questions 1. What is drinking water source on the property? This is an un-manned station with no potable water needed. Samuel Engineering DISCOVERY DJ SERVICES, LLC LOCHBUIE COMPRESSOR STATION PROJECT NUMBER: 17191-01 DATE: AUGUST 21, 2017 USR APPLICATION Rev. Al Page 7 of 8 2. What type of sewage disposal system is on the property? This is an un-manned station with no sewage disposal necessary. 3. Is storage or warehousing proposed? Any storage or warehousing of materials or equipment on site will be minimal. 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 Data Sheets (SDS). Any liquid wastes will be temporarily stored in a container approved for that waste. Any solid wastes (i.e. used oil filters) will also 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 will occur on this site. See above. 5. Fuel Storage information. 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 for the inlet compressors and for the flare. 6. Vehicle Washing and containment. No vehicle washing is proposed for this site. 7. If there will be floor drains indicate how fluids will be contained. Floor drains are not proposed. S. Indicate if there will be any air emissions. SWCA Environmental Consultants has applied for all necessary air permits. Samuel Engineering r. +-r4-avirtr' ' i rr+�� DISCOVERY DJ SERVICES, LLC LOCHBUIE COMPRESSOR STATION PROJECT NUMBER: 17191-01 DATE: AUGUST 21, 2017 USR APPLICATION Rev. AI Page 8 of 8 5uilding Questions List type, size and number of existing and proposed structures. 1. The will be four arctic type buildings to house the compressors, two for the dehydration units and a modular type MCC building. A Cone€ will be used for small storage. Samuel Engineering rer, * 50 l tliOrtS Weld County Treasurer Statement of Taxes Due Account Number R3903705 Parcel 14732) 300046 Legal Description PT SW4 2 L-1-65 EXC LOT A & LOT B AMD REC EXEMPT .AMRE-58 ALSO EXC IJPRR RES (4.75R2P..R) Situa Address ,Account: R3903705 LANGE KENNETH D 20033 COUNTY ROAD 6 HUDSON, CO 80642-9036 a I. - aN all i- S S S# fa a e ii Y S. a MMM n a iie .1 s+ I Si 8ie i al IS i i SP S 9 al i♦• 4* CO M n S# • o c h e, ai- n i il. rP .F a le • a1 • M la -i Year Tax Interest Fees Paymaits Balance Tax Charge 2016 $402.64 _ $0.00 $0.00 ($402.64) $0.00 Total Tax Charge $0.00 Grand Total Due as of 12/11/2017 $0.00 Tax Billed at 2016 Rates for Tax Area 2497 - 2497 Authority WELD COUNTY SCHOOL FIST RE3J CENTRAL COLORADO WATER (CCW CENTRAL COLORADO WATER SUED HUDSON FIRE AIMS JUNIOR COLLEGE HIGH PLANS LIBRARY Taxes Billed 2016 * Credit Levy Mill Levy 15.8000000* 20,2960000 2.0040000 1.5830000 6,0440000 6.3080000 3.2710000 Amount $115.03 S147.76 $14.59 $11.52 $44.00 $45.93 $23,81 55.3060000 $402.64 Values AG -FLOOD IRRRIGATED LAND AG -DRY FARM LAND AG-GRAZRATG L II) Total Actual Assessed. 321.155 $6,130 $3,458 $1,000 $532 $150 $251145 S7,280 . r . r■.1. 0 irFi .a.i r .isrnague 'rre. u sq.ara F.i in Fr+sw s.i i•srrur— mean= 3-n non ant nnr*r IF" lair iRir+ alma inAPtiers r.tden rat kEleapt. WELD COUNTY TREASURER Pursuant to the Weld County Subdivision Ordinance, the attached Statement(s) of Taxes Due, issued by the Weld County Treasurer, are evidence that, as of this date, all property taxes, special assessments and prior tax liens currently due and payable connected with the parcel(s) identified therein have been paid in full. i �. ign ,. Date -Dal I I 2 3 C T 1 isrrl c e-3 rr CC 4f J -n r• r r.a. , 1C r. ;y N 17 LJ ti A 13 C I) E F H PLOT PLAN BOARDWALK COMPRESSOR STATIONS ` i 1 f I 9 LOCH B,U I E LOCAT IO N 4 ------ -'JL'CFi - / / / DISCOVERY DJ SERVICES LLC MARVIN H SPAN'D - /' LEASE I3QUMI)ARY H.,'DSOFJ COOItP•DO JO !;NN 5R'.YD EY, IS -I VQ 1OQ RIGHT-OF-WAY / E!{IST_N[� PRIVATE DRIVE iN t);15 I INN FtNCt (PARCEL: 1J469321O04O34) - I /' P 1 IS C.OJNT4' MA:NTRIN=I} / 2 x� x - - x- x - x- x- x -.. I r ______ _ x - x _ x-tlr-Qlt4 _ J' x x� x — x— x— x T _ -1 t „',•—�- - - r-� �._�- firP36' NORTH .7 I- Tile �� • -.' 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I r PPFI TN EASEMENT I f } T�NKS { `� �Y `-�x r/ TFMP{J2ARY ti r O4hgTIE11GTIQN r j� J• /) FJ\SFk1FFJT / ! �sy ",.f r .ti I� { 3 I I F1'}AR[1L'lhLl( COMPRESSOR STATTOtJ5 LQ{;Hr3JIE L4 TIohl 290 3 WELALClJLc71�tP0O ROADti rf ar f PRCS }OSCD DCTCt•1T1ON POND APPFtQ { DESIGN t 5 VOL{1.1E = 28.504 CF 1 MO 'WILD; sToRAGF AREA • I / x } I k r t { ! �! J l 7 / j I = }� ,� 1 ! PUMP SKID f - COMPRESSOR 1 rr' •w. I f I �, '` f ",. `'•. ! •'r ! / I / c.: ,h,, : { / ' ! FJELGt'S SK►D J 4 / ! ! t, �• SITE LIGHTING WILL L3E / + r J 1� {,{)k1PRESSC R 2 DOWNCAST 3� SHIELD=13. ! I)EH1 I)RATI4N 1 a r:,rt.� ' 1 }\ \ ri41 \• /' LOCATIONS TO ICE I7ETEItMINEn ` f i � :& '`•. P_RELCNE EASEMENT 1 1 1 1 A CPSE OF EMERGENCY C.4LL: 91' HUDSON FIRE PROTECTION DISTRICT: (303) 536-0161 LpCH1}CIE r=ph'1PItEssQR STATIptJ ~ COMPANY FP'1FIZGFUCY CONTACT 1,970) 987-2527 c? r. f lr�- ! ti j DEHYDRATION 2 / 'r ,1 1 1 , ti r y 1, l 4 L, ` f it i f/ r �1 b ti \� 1 / t I `ti' , ;tti. j} '' f / \ ••.� ir tt \ , �. - f I \ / \\ Ct'}MPRLSSOI 3 - ,+` I \ `, I ' 5. RIFT?' STGA t�1pJNTFI] To POLE 4'1� RIVETS f '� f r \ lit �� .. , } ti\\ \\ •-• ` {/ tk ' �ti \ ACCESS PERMIT \\ �� ,\ ~� I / '�\ Y \ CDMPRFS OR 4 / I� k1FT111 P{51 F o Tr f f}! `\ `rf do l APi 2 \ rr \ METERS f —I Jr/ � • \ !' PROCESS FLLRC \ I1f{} t \ \\• l'H€JCESS VENT FLARE ~\�, \ \ \ / ' �J \ ,� \ \\ •\ �� ` / \ \\ \�j ,\� A\\ \\ \\ \\ 4 +e + EVlISTINr uITQH `\ \` \\ \, \\ \\ \ r t k\� F,JTUI yll \ TANK I \�j \\ } !\ \ ,, z1 `•,'\ tip'••. `, \\ ,,. K.NAET� I) 14NGE Ff�FJA I 1 4NQF (PARCEL: 1453321300446) / J '1-il -x _ \ c • -_ _ __ r f•\ \\ \ • \ \. • r, .\\ ,\\ \\ \ \\ \\• \ \`•\\\ d Cx]Vf lttlt 6k5t IQIt POLLS PROJECT SIGN KFNNFTH D IANGF \\ \\ 1 \. \\\ ~` EDNA L LANGC \\ \� • ",•-4 J. LEGEND �, � \ (PARCEL: .1.169-21•3000116) \\ \\ +\ \ti ti \ T �...� R1GH1 O1 tr�'AY \ \ \ \ • • \ \ \ \\ ~. \}\ \, \ N. \ \ •,ti \ ------------ SITE P,AjtJNI,�ARYf PROPERTY LINE A'ITE O A•G PROPERTY I TNF \ \ \ N. \ \ ti f! \ N. \ \ r N. N. \\ \\ , r \\ \\\ \\`, \ PROPOSED LEASE \\ \\ \\ BOUNDARY ~ f \ti. \\ \ ',...40-,.."'► ."'%-k-N-..rt k ii. - S={;.TTOM I TNF 4 ------DRAINAGE FDDW ARROW TRAFFIC DIRECTION ARROW \ J��-�` REV,'CLEn ASPHALT PAVEMENT \ \ k M1.� , BOARD OF COUNTY COMISSIONERS CERTIFICATION THIS IS TO CERTIFY THAT THE BOARD OF COUNTY GOMM:SSIONERS, t-'1ELD COUNT', COLORADO, DOES HEREBY PLANNING COMMISION CERTIFICATION CONFIRM AND lino PT THE MINoIt AMElJIMEVT G F THE SITE sPEcIFIQ nE'VE_oi'HENT PLAN AND USE RV SPECIAL REVIEk4! DEVELOPMENT STAMI)41tIJ5 AS SHOWN AND I)ESCIIIbEI) HEREON THIS DAN' OF PROPERTY OWNER'S CERTIFICATE 20 THE J'JI]ERSIO6JED. MAJOR PROPERTY OWNEt DO HEREI3Y AGREE TO THE MINOR AMENDMENT O= THE THIS MINOR AMENDMENT IS TO CERTIFY THAT THE L'IELD COUNTY PLANNING COMMISSIOA HAS CEP-IFIEF) AND DOES HEItEGY RECOMMEND TO THE BOARI. OF COUNTY COF1MISSIONERS. YIELD COAT? COWRRUO, (5) -AL CHAIR, BOARD {]F CX)l1NT r CO w1N1I5SI{)NEIt5 SITE SPECIFIC DEVELOPMENT PLAN AND JSE FSY SPEC REVIEW r)EVEJOPM EN- ' �-ANr)ARDS AS nESQRI13En HEREQH THIS DMQF FOR TTS CONFIRMATION, APPROVAL AM) ADOPTIONTHIS SITE SPECIFIC DEVELOPMENT P -AN AND USE I'1 SPECIAL REV:Eifu A5 5HQt!? t. AND OESCtII3ED TI-EREpN THIS 13AV OF 2O 20 A EST• 811, U'JELD COUNTY CLERK TO THE HOARD RN': DATED: -HE SIGNATURE SIGNATURE CHAIR, WFI D COJNTI' PI ?INNING COMMISSION DEPJTY CLE-tK TO BOARD MIOellailliilbib . 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Weld County Public Works Dept. 1111 H Street P.O; Box 758 Greeley, CO 80632 Phone: (970)304-6496 Fax: (970)304-5497 Applicant Nam Cory Jordan n r pa n y Discovery DJ Services, LLC Address 7859 Walnut Hill Lane, Suite 335 city Daila" state TX zip 15230 Business Phone { 1414-1980 X214) 414-1980 Fax E-mail ary@d scove rgrninstrearn corn Parcel location & Sketch The access is on WCR 4 41 Nearest Intersection: WCR & WCR 6 Distance from Intersection 1 101 FT Parcel Number 147321300046 Section/Township/Range is there an existing access to the property. YES NO Number of Existing Accesses AP -00502 Road Surface Type a. Construction Information Asphalt a Gravel Treated fl Other Culvert Size & Type N/A Materials used to construct Access Recycled as hal ravel Construction Start Date Fall 2017 Finish Date July 2018 Proposed Use OTem porary (Tracking Pad Required)/ $75 Small Commercial or Oil & Gas/575 Field (Agriculture Only)/Exempt Is this access associated with a Plann'ng Process? ACCESS PERMIT APPLICATION FORM Property Owner (if thFferent than Applicant) Name m Kenneth a, Lange & Edna L Lange Address 20033 County Road 6 City Hudson _ State Co Zip 80642-9°36 Phone Fax E-mail A = Existing Access = Proposed Access 41 3 'INCH i gad wU? 6 aSrngle Re5identialJ$75 flLarge CornmercraR/$150 • Re c uired Attached Documents - Traffic Control Wan -Certificate of Insurance U H ig RE �PUD 43 r nd ustria l/S 150 OSubdivision/$150 Other - Access Pictures (From the Left, Right, & into the access) By accepting this permit= the undersigned Applicant, under penalty of perjury, verifies that they have received all pages of the permit application; they have read and understand all of the permit requirements and provisions set forth ©n all pages; that they have the authority to sign for and bind the Applicant, if the Applicant is a corporation or other entity; and that by virtue of their signature the Applicant is bound by and agrees to comply with all said permit requirements and provisions, all Weld County ordinances, and state laws regarding faciIitie construction. Signature _ Printed Name Approval or Denial will be issued in minimum of 5 d dys, Revised Date 6/29/10 GT3v4r4LN-s% Approved by Dale 7 0_i7 Samuel Engineering We Provide Solutions 8450 East Crescent Parkway, Suite 200 Greenwood Village, CO 80111 JULY 181 20017 LOCH BUI E COMPRESSOR STATION Phone: 303.714.4840 FAX: 303.714.4800 LOOKING SOUTH LOOKING NORTH Engineering Project Controls i Estimating Construction Management LOCH BUI E COMPRESSOR STATION ACCESS PERMIT APPLICATION PHOTOGRAPHS July 18 2017 PAGE 2 LOOKING WEST Samuel Engineering We Provide Solutions Samuel Engineering We Provide Solutions 8450 East Crescent Parkway, Suite 200 Phone: 303.714.4840 Greenwood Village, CO 80111 FAX: 303.714.4800 DRAINAGE NARRATIVE Discovery DJ Services, LLC Lochbuie Compressor Station The Lochbuie Compressor Station is part of the Southwest 1/4 of Section 21, Township 1 North, Range 65 West, EXC Lots A B Amended Recorded Exemption AMRE-58 Also EXC UPRR RES 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 17193 — Rev. A August 2017 Samuel Engineering We Provide Solutions 8450 East Crescent Parkway, Suite 200 Phone: 303.714.4840 Greenwood Village, CO 80111 FAX: 303.714.4800 GENERAL LOCATION AND DESCRIPTION A. Site Location The Loch bu ie Compressor station project is located in part of the Southwest 1/4 of Section 21, Township 1 North, Range 65 West, 6th Principal Meridian, Weld County, State of Colorado. The property is located between Weld County Roads 6 and 8 and East of the Interstate 76 Frontage road. No public streets are proposed within the property. B. Description of Property 1. The subject property is a 10 -acre parcel of a 78.33 -acre lot, Parcel number 147321300046, leased from the land owner for the installation of a gas compressor station. The compressor station, access roads and detention pond will disturb approximately 3.5 acres of the 10 -acre site. 2. Vegetation consists of native grasses and some weeds. 3. 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, barns, well pads and the interstate highway. 4. Topographic relief over the property ranges from 5511' in the northeast corner of the parcel to 5503' in the southwest corner and is characterized by flat grades that typically range from 0.5% to 5%. 5. The soil type present is predominantly classified as Weld Loam (USC rating CL). The soils have a hydrologic soil group rating of C. C. Existing and Proposed Drainage 6. The site currently does not have drainage improvements. Storm water sheet flows across the site from the southeast to the northwest draining into adjacent fields. After construction stormwater will be directed to a proposed 28,500 cubic foot 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 5 -year 1 hour release rate following Weld County Drainage requirements for Urbanizing Drainage Areas. D. CONCLUSIONS 1. The proposed detention will provide water quality and detention for the current and proposed site development and releasing stormwater at the historic rates. Samuel Engineering We Provide Solutions 8450 East Crescent Parkway, Suite 200 Greenwood Village, CO 80111 Phone: 303.714.4840 FAX: 303.714.4800 2. A full drainage report will be prepared and submitted with grading plans and construction drawings. d a 4 It ' a -a : r k L P�l� sum' .'. '4:i' ai. Ztiiall - ti 1� _ _• .; y r FI -fy W "" r•. a -1� L_1yii��.i1, aw :::. fj I + .r 1 P `)� !l 5d tre.56@!IMIXI i !? A, ka1 ttel SIM 1. 0i I Ir i` z I:: aaP ti 4 . j• 4, Call X O 11ig' eR3 ,,,-.',.% u I II 1 - •�JY1 �q'[q. t c 1 _VT- Ca, _i ^ .SJ L • r I ■ • �R da- ' _ a • Ir i_•. �.. �.� _..s'.1 1... me •-'" ?f MP EN •PM DISCOVERY p SIM KIG. 4u. DI OYE'RY . ,... wiwaaz r.+. in in a RiLli ti3 NPIiCi M�IF�.e -Hile • ••••• �I dE.r.�Qlxlalifal9.G6rldtt '�96: USA Mill P't�i!1ii�5El i tl7tE ��■■.ano _�� _■..�,Il.o[y _ �I, '^' -PII SI , •,• . MEP' POP 0ii4l:r wow, ':01 r 6111 rase n....svy.+ --,.ad .t •a ..._ .� �.� _ ■. f- -Ai I4 a d. — =I RIM ?�.::al-. �y —,-1 `.i.-. ‘.Y._ it. �, ,_I p ., .1 La. a. LIAJ merinoirraua o:vsr �' _.rj is 11X11••.,.1 �{ I / 'lliV-9[ �+ C Q flail! .lr we ! Sibei L9{ CE -351 IN & !tea.. Pw'iitat lim ham. t' ! •I ' �1 ii 11! .2 I ILb :-41.'Y151.. Q.Il rl iC*IIS 4 .'fillipfli M Vicinity Map 3 Samuel Engineering We Provide So' 8450 East Crescent Parkway, Suite 200 Greenwood Village, CO 80111 2 4 r 1 7 0 A I- 1 LI t Phone: 303.714.4840 FAX: 303.714.4800 •• •• 1 � � •: •.. 1 CsIr i.M1t;MNl,fil 6rt}.M J." --., --of- -- _-�—rte-�= —t--_— ... F- -- I - __�._— _--za --`_^_ .— t L -1I • rlllNifiNG lOr RIfi117#-1W ___ -� y � Lill CC4•IW rML'i'.4nfo f. ! I.,. _. . i.-. [ . . ! DM** s a I ! ,I _ 1 • r �� J � oiler JX f Y - nu Sr 5yp. I — i • Y ;i i 1 ., i anal ..� .4/ it - PIPELINE X 3SIPAIthPIirttci rauna •' dill fOJ1P f� ..•". YFl�1AIOtltl 6JlNENIKG LLG / Jr'c- l� de i i3?1 LEGEND ri f/' .r t �r RLG,K®4 r �e . - - . r• , ,ior•,: r Y 1 / -__�.- '� 'a---- ` _-_ s- y� r�� Y1i! L0-041 .AP.,frIE LY.IY Lit id *�� ~ ! / ' ` u �,.l.r"' — 1 _ __._— y7/[Iili lba!SI Want IIPE tr 1 1 % - Y'� - -t --- --- w — f g��}� i it es, ' s c _ 5 - TEMPORARY . i J f •,`�. r`7 f.� ' a7 �' �111 i ; f _ J• YJ y.J, �r ".. J,h rr. /71. A J� v F.�'ti_'�Jr�`f ,`.k4f�.i.�'ICG.. r ricJra7:J ::::::::::Mall" !Pr aR,7nhsr rrnw 6na av J {. r ?Mlle rinw asncuY f rat / �" Min -- aN --- 1ASeref T WC r r•4/rF� 7NI i9tl CF 1 vow f = T_� Th CRAVE ,� IrJf... • / 4 Y. YItg1Tr• . f% - .lY. t f� y k: r > pie". (MI NOTES�a+. J rr ' / ,e II d 1 err k - ;1 a 1 � di %I,,,z...„,..1, 'y„ `. J ' d ,, . f'. • �T,� i F] R fVM'J • ` 'ryY y� 4. ', ; I 1 J. r.•f K S.4€O iITF IS P. al Oc MIS SW Lit OF 4%C'IO,*zt. roMONID t 6O4'RR rusher es 181, Wine 6Ti 1N01IM1 lial01/Y. ACLO COLdirt. Gr17'G Of 00 SIALR, Y1D£iSD'' .waaaamo ! it 1 4flI iiI L. a r� ft' `"e IY a Dlpi SNB tai&ttni• . ♦".' \`,. , f - - w` •en- .e1iJ11Q.\ t� ry S.' '4 N. ! ry1 Y `y �t't 1 a. Ire SCR 3, RIM FOR VMS rata wYV PREPARtGm wC, tMC, ti1N]'I1Aw tr,Slli•D WOGS da uw. iuft'1a, .idea IXI eai-0Iewo sun* Ptn*tlltN D1Rl rrs, 61Q77H ?RN'E. !Vaal" ,iemc DN NCrULDWLA. IMAM 3r�7 D.! UMW/ •J r I. rrfl Y r fr I f fr `I ` +, \. \ " '� Y '• r '- '` . .y �. \`\kY •` '.. i. +. •'Yy `. 4ti , 1 Y. '� '\ 1` i i, `1 • L �Y' r T_ IMP i r1KRO9'D-1Nir1A1DW LUS=ICUR0INU iuii DN ID. Ilir COa IINLD IIML CIR II$a TOM MAN V2pr14rX�i 7H13AlfH M�i1•.i11CML dT1511A�A k like dB+I•hEc'i'I�N3 f8 MF 'mien r, . Yr J # I \ �+ `,r `.` 6, II V , IIIIIIIII1 iy ur.EG'eom ORa.5. L Marla DMA`� DMA et \ �I`l, ail ' . ~`L \ try ti `, z4 `Y t•F ti� '1/4. -,L,ryry lib VI eoF.wr.ISAv • Preliminary 'I -- = 1NOSEI1I (.:I'I'Jl X11 dilf:.l � 1 reiola 10 s! ( _ I. i.' ' - r•• I`. we ..: ... act,. ,-.I tlEhY^ira-._ pISPw .w i, L�+;>. -. :. nu +Hi3(2f ifsilw: --.oY-,r Li:IM:iIIt CC.M••,C'3.0K 5''AlllbrJ DYIiccwrn �. RYSIH cIrIn rs.mfSGCN Icrnt44•F4Ju. weRra srlrral iai91 ...1.• a... b �.id . 6 .-.. , .- r OtYiRG YAW in rYM a tat. is rl9t`a ... . K9• :1-e1 ,temnleIF lne,ering ` `--'�- .,....... .> ii _. . 4c., 4 ...., _ L6i.5" '102 � d _ `...7.aS 6— �r�r��IPrrll ..,!•, emcee 2.,.MIY.01tl Etai S!au. ,.erne: * • �•,4 rr.Nl�*.+wl - akItir rr1 �•r. r. a Site Plan I1 MEMORANDUM TO: PRE 17-0167, PRE 17-0174 and PRE 17-0175; Case File, pre -application DATE: June 22, 2017 FROM: Michelle Wall, Office Technician SUBJECT: Pre -Application Meeting prior to submitting 3 USR applications Attendees: Mark Skelskey, Samuel Engineering, Applicant Mike Fortney, Samuel Engineering Manya Miller, Discovery DJ Services Evan Pinkham, Public Works Pamela Bland, Building Kim Ogle, Planning Hayley Balzano, Engineering Michelle Wall, Planning On Thursday, June 22, 2017 an informal discussion took place at the Greeley Administrative Offices Conference Room regarding 3 proposed U S R applications for compressor station sites. PRE 17-Q167 (The legal description is Part of the E2 of Lot B RECX16-0083 being part of the S2NW4 of Section 33, Ti N, R67W of the 6th P.M.) PRE17-01771. (The legal description is Part of the SW4 Section 21, T1 N, R65W of the 6th P.M.) PRE17-0175 (The legal description is Part of the SW4 Section 21, T1 N, R66W of the 6th P.M.) Background Information: Discovery DJ Services intends to construct 3 compressor stations with the following equipment; Each site will include 4 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 compressor stations and process skids will be inside buildings. The applicant also plans on having berms. Crude oil terminal consisting of a single 100,000 barrel crude oil storage tank. Future expansion would include up to two additional 100,000 barrel tanks, two 250,000 barrel tanks, 400 barrel break out tanks, four truck loading/unloading bays and an operations/warehouse building used for operations, personnel and parts/equipment storage. The compressor station is an un-manned facility. The hours of operation will be 24/7, 365 days a year. The business hours of operation will typically be Monday— Sundayfrom 6:00 a.m. —4:00 p.m. 1 part-time operator will stop by once a day. The applicant has had community meeting for all 3 locations. Building Department The Building Department requires engineered plans for all buildings and engineered foundations as well as all electrical. Anything at 400 amps or over needs fault current calculations. Conex containers also need to be permitted and anchored. Building permits may be required, per Section 29-3-10 of the Weld County Code. Currently the 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 Fire District Notification letter may be required and shall be submitted with Commercial Permit applications. 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.weldgov.com/departments/building/building permit/permit applications/. Please contact Jose Gonzalez at 970-353-6100 ext. 3540 for further direction. Health Department 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.co.us/maps/propertyportal/ 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 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 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 PRE 17-0167 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. This project is south of CR 4 and is east of CR 17. ADT: Latest ADT on CR 17 was taken on 3121/2012 which counted 152 vpd with 22% trucks. ROADS AND RIGHTS -OF -WAY: County Road 17 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. 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. Weld/Adams County Line Alignment Study — Weld County Road 2 (168th Avenue) is a section line adjustment for land surveyors. As a result, the roadways do not align with each other. This study was a multi jurisdictional effort between Thornton, Northglenn, Adams County, Weld County, and the City and County of Broomfield to study how best to realign six intersections east of 1-25. The roads included CR 11 (York St.), CR 15 (Holly St.), CR 17 (Quebec St.), CR 19 (Yosemite) and CR 49 (Watkins). The study can be located at: https://www.weldgay.com/departments/public works/transportation planning/. 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: Table 12A.2 Minimum Access Spacing Criteria (Feet Access Element Arterial Collector Local Distance between Signalized Unsignalized intersections 2,640 1,320 N/A 1,320 N/A 330 Distance between accesses and intersections 660 660 330 Distance between access points 660 330 150 Distance between access points in subdivisions 660 330 75 Per Chapter 12, Article 5, Section 12-5-30, 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.weldpov.com/departments/public works/permits/. 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: https://www.weldgay.com/departments/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: https://www.weldgay.com/departments/public works/engineering/. 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. TRACKING CONTROL POLICY: 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. Minimal standards are listed below. Temporary Tracking Control shall be used during construction unless permanent tracking control is installed ahead of construction activities. Less than 20 passenger vehicle round trips/day, no upfront tracking control requirements. 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. Traffic Narrative 1. Describe how many roundtrips/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) 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: Public Works may require an Improvements Agreement for one or all the following reasons: • Off -Site Public Improvements • Road Maintenance Agreement • Construction Maintenance Agreement • Access Improvements Agreement An Improvements Agreement is required for sites with required offsite improvements per Chapter 12, Article V, 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.weldgay.com/UserFiles/Servers/Server 6/File/Departments/Public%20Works/DevelapmentRevie w/sprusr.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. 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 o Show and label the unmaintained section line right-of-way o Show and label location of the access(es) and label with access permit number o Show and label the access turning radii (Residential — 25' Commercial — 60') o Show and label the approved tracking control CONTACT INFORMATION: Please contact the following staff regarding the following Public Works issues: Access Permits: Janet Lundquist jundquistweldgov.com 970-400-3726 Improvements Agreements: Evan Pinkham epinkham@weldgov.com 970-400-3727 MS4 Areas: Lyndsay Holbrook Iholbrook cAweldgov.com 970-400-3788 This project is east of and adjacent to CR 41 and is north of CR 6. ADT: Latest ADT on CR 41 was taken on 9/27/2012 which counted 57 vpd with 26% trucks. ROADS AND RIGHTS -OF -WAY: County Road 41 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. 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. 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: Table 12A.2 Minimum Access Spacing Criteria Access Element Arterial Collector Local Distance between Signalized Unsignalized intersections alined 2,640 1,320 N/A 1,320 N/A 330 Distance between accesses and intersections 660 660 330 Distance between access points 660 330 150 Distance between access points in subdivisions 660 330 75 Per Chapter 12, Article 5, Section 12-5-30, 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.weldgov.com/departments/public works/permits/. 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: https://www.weldgov.com/departments/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 https://wu.weldgov.com/departments/public works/engineering/. 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. TRACKING CONTROL POLICY: 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. Minimal standards are listed below. Temporary Tracking Control shall be used during construction unless permanent tracking control is installed ahead of construction activities. Less than 20 passenger vehicle round trips/day, no upfront tracking control requirements. 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. Traffic Narrative: 5. Describe how many roundtrips/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) 6. Describe the expected travel routes or haul routes for site traffic. 7. 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.) 8. 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: Public Works may require an Improvements Agreement for one or all the following reasons: • Off -Site Public Improvements • Road Maintenance Agreement • Construction Maintenance Agreement • Access Improvements Agreement An Improvements Agreement is required for sites with required offsite improvements per Chapter 12, Article V, 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.com/UserFiles/Servers/Server 6/File/Departments/Public%20Works/DevelopmentRevie w/sprusr.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. 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 o Show and label the unmaintained section line right-of-way o Show and label location of the access(es) and label with access permit number o Show and label the access turning radii (Residential — 25' Commercial — 60') o Show and label the approved tracking control CONTACT INFORMATION: Please contact the following staff regarding the following Public Works issues: Access Permits: Janet Lundquist jlundquist(aweldgov.com 970-400-3726 Improvements Agreements: Evan Pinkham epinkham@weldgov.com 970-400-3727 MS4 Areas: Lyndsay Holbrook Iholbrook(weldgov.com 970-400-3788 PRE 17-0175 This project is east of and adjacent to CR 29 and is north of and adjacent to CR 6. ADT: Latest ADT on CR 6 was taken on 12/19/2013 which counted 216 vpd with 14% trucks. ROADS AND RIGHTS -OF -WAY: County Road 6 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. 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. 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: Table 12A.2 Minimum Access Spacing Criteria (Feet) Access Element Arterial Collector Local Distance between intersections Signalized Unsignalized 2,640 1,320 N/A 1,320 N/A 330 Distance between accesses and intersections 660 660 330 Distance between access points 660 330 150 Distance between access points in subdivisions 660 330 75 Per Chapter 12, Article 5, Section 12-5-30, 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.weldgov.com/departments/public works/permits/. 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: https://www.weldgov.com/departments/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: https://www.weldgov.com/departments/public works/engineering/. 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. TRACKING CONTROL POLICY: 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. Minimal standards are listed below. Temporary Tracking Control shall be used during construction unless permanent tracking control is installed ahead of construction activities. Less than 20 passenger vehicle round trips/day, no upfront tracking control requirements. 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. Traffic Narrative: 9. Describe how many roundtrips/day are expected for each vehicle type: Passenger Cars/Pickups, Tandem Trucks, Semi-TruckfTrailer/RV (Roundtrip = 1 trip in and 1 trip out of site) 10. Describe the expected travel routes or haul routes for site traffic. 11. 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.) 12. 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: Public Works may require an Improvements Agreement for one or all the following reasons: • Off -Site Public Improvements • Road Maintenance Agreement • Construction Maintenance Agreement • Access Improvements Agreement An Improvements Agreement is required for sites with required offsite improvements per Chapter 12, Article V, 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.com/UserFiles/Servers/Server 6/File/Departments/Public%20Works/DevelopmentRevie w/sprusr.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. 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 o Show and label the unmaintained section line right-of-way Show and label location of the access(es) and label with access permit number o Show and label the access turning radii (Residential — 25' Commercial — 60') o Show and label the approved tracking control CONTACT INFORMATION: Please contact the following staff regarding the following Public Works issues: Access Permits: Janet Lundquist jlundquist(aweldgov.com 970-400-3726 Improvements Agreements: Evan Pinkham epinkham(aweldgov.com 970-400-3727 MS4 Areas: Lyndsay Holbrook lholbrook@weldgov.com 970-400-3788 Engineering Department PRE 17-0167 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.co.us/Departments/PlanningZoning/Engineering.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 -hour, 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 23-12-30 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 Greater/$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 FEMA regulatory floodplain. SITE MAP REQUIREMENTS: A Site Plan will be required identifying the following (if applicable): • 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 stormwater flows across the property • Show and label the parking and traffic circulation flow arrows showing how the traffic moves around the property CONTACT INFORMATION Hayley Balzano Department of Planning Services Engineer hbalzano@weldgov.com 970-400-3552 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 . co. us/Departments/Pl an ningZoning/Engineering .htm 1. 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 an Urbanizing Drainage Area: 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 -hour, 5 -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 23-12-30 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: 2. 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 Greater/$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 FEMA regulatory floodplain. SITE MAP REQUIREMENTS: A Site Plan will be required identifying the following (if applicable): • 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 stormwater flows across the property • Show and label the parking and traffic circulation flow arrows showing how the traffic moves around the property CONTACT INFORMATION Hayley ey B a iza no Department of Planning Services Engineer hbalzano@weldgov.com 970-400-3552 PRE 17-0175 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 . co. us/Departments/Pl an ningZoning/Engineering .htm 1. 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 an Urbanizing Drainage Area: 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 -hour, 5 -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 23-12-30 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: 3. 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 Greater/$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 FEMA regulatory floodplain. SITE MAP REQUIREMENTS: A Site Plan will be required identifying the following (if applicable): • 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 stormwater flows across the property • Show and label the parking and traffic circulation flow arrows showing how the traffic moves around the property CONTACT INFORMATION Hayley ey Balzano lza no Department of Planning Services Engineer hbalzano@weldgov.com 970-400-3552 Planning Department PRE 17-0167 Staff explained the applicant will need to make sure the property is Lot B of Recorded Exemption RECX16- 0083. Any other description of the land will raise potential issues of a conveyance that may not be recognized by Weld County Planning. As the property area is not under fee simple ownership by the applicant, a Subdivision Exemption will be required to define the lease area on the property. As the property area is not under fee simple ownership by the applicant, a Subdivision Exemption will be required to define the lease area on the property. PRE 17-0175 As the property area is not under fee simple ownership by the applicant, a Subdivision Exemption will be required to define the lease area on the property. Weld County has a Coordinated Planning Agreement (CPA) with the Town of Fort Lupton. The Planning Director will contact the Town Manager to give notice of this pre -application meeting. Staff advised the applicants to contact the Town of Fort Lupton regarding possible land use permitting including possible annexation. It may be beneficial to also talk to the City of Brighton. GENERAL INFORMATION: 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 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 USR process. The applicant shall submit 1 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 file with the Department of Planning Services. The pre -application is valid for a 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. Hello