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Home My WebLink About20181488.tiffUSA BY SPECIAL REVIEW (USR) APPLICATION DEPARTMENT OF PLANNING ERVJ E * 1555 N. 17TH AVENUE at GREELEY, Co 80631 ww.wcldgov.comm * 970-353-6100 EXT 3540 * FAX 9►70-3046498 FOR PLANNING DEPARTMENT USE: AMOUNT $ .PPLICATPO N RECEIVED BY DATE RECEIVED: CASE # ASSIGNED: PLANNER .ASSIGNED: Parcel Number: 1 2 1 3 Address of site: TO be determined. r L1 . 0 0 4 Legal Description N 1/2 Section: 12 ('A 12 digit number on w x LD. nfgrmaion, obtainable at vitsivw.weIdgov., corn), Township: 3 N Range:65 Zone District: AG Acreage: 24 Ploodplain: eological Hazard: YQ'J 0 Airport Overlay: Y I FEE. OWNER(S) Of THE PROPER F?: Name: Jay D. Stroh, Successor Trustee Company: The Stroh Family Trust Phone : 817444-6074 Street Address: 10815 W . Roundelay Circle Email: City/State/ap Code: Sun City, AZ 85351 Name: Jerry Anderson, Managing Partner Core p.a n fir; OGG & S, LLC Phone #: 405-348-1087 Email: - Street Address: 1004 Richmond Rd, City/State/Zip Code: Edmund, OK 73034 s Name: Company: Phone Email: Street Address: City/State/Zip Code: APPLICANT OR AUTHORIZED AGENT: (See below: Authorization must accompany 3/) applications signed by A uttrarizedAgaants N ame: Paul Park Company: DCP Operating Company, LP P hone : 970-539-1908 Street Address: 3026 4th Avenue City/State/Zip Cads: Greeley, CO 00631 P ROPOSED USE: Email: ppark@dotomidstrear.cer OCR needs to build the proposed Milton Compressor Station on a 16 -acre parcel to improve the quality and efficiency of the natural gas processing within the gathering system located in Weld County.. I (We) hereby depose and state under penalties of perjury that all statements, proposals, andfor plans submitted with or contained within the application are true and correct to the best of my (our)knowledge. Signatures of all fee owners of property must sign this application, If an Authorized Agent signs, a letter of authorization from all' fee owners must be included with the application. If a corporation is the fee owner, notarized evidence must be included indicating that the signatory has to legal authority to sign for the carporatio "47-41e- 0 Pr 18 S ignature: Owner or Authorized Agent Date Signature: Owner or Authorized Agent e CI IA_ Pare leate.__ Print Name Date Print Name Rev 4/2016 COUNTY r DEPARTMENT OF PLANNING AND BUILDING DEPARTVE I'T OF PUBLIC HEALTH AND ENV1RONNMENT 1555 NORTH 17TH AVENUE GREELEY, CO 80631 AUTHORIZATION FORM FOR BUILDING; PLANNING AND HEALTH DEPARTMENT PERMITS H D SERVICES DC' o. LP P'aul .Park �, '� ,- - �uue perrn�Essie►� �e -� (Applicant/Agent ent — tease (owner— please print) ��p � - � R print) Less et to apply for any Planning, Building or Health Department permits or services en our behalf, for the property located at: DCP Milton Compressor - Parcel #1213-12-1-00-00'S Legal Description: N 1/2 a₹ Sect;orr 12 , Township`s _N, Range65 VV . r�� Subdivision Name: Liessiat- Property 4wAeA5 Information: Phone: 970-378-6345 Applicant/Agent Contact Information: Phone: 97039108 Lot Block E-mam d mioSt@dcpmIdStream.C9rY1 Email: pparkdcpmidstream.com Email correspondence to be sent to: Owner Applicant/Agent [B cth Postal service correspondence to be sent to: (choose only one) Owner _ ApplicantiAgent DCP is proposing to build the Milton compressor station on a 16 -acre parcel b improve Additional Inf o: quality and efficiency of the natural gas processing within the gathering system in Weld County Owner Signature: Dates gal/i941, Owner Signature: Date` DEPARTMENT OF PLANNING AND BUILDING. DEPARTMENT OF PUBLIC HEALTH ANDEN 'IRONN ENT 1555 NORTH 17TH AVENUE GREELEY, CO 80631 AUTHORIZATION FORM FOR BUILDING, PLANNING AND HEALTH DEPARTMENT PERMIT AND SERVICES ,, (Web DCP Operating Co. LP , give permission to Christina White (Owner— please print) (Applicant/Agent — please print) esS a er to apply for any Planning, Building or Health Department permits or services on our behalf, for the property located at. DCP Milton Compressor - Parcel #121312-1-00-004 Legal Description: N1/2of Section 12 , Townships3 f , Range 65 W Subdivision Name: Lcc c Property 'Qwnnors information: Phone: 970-378-6345 Applicenti gent Contact Information: Phone: 503-819-1222 Lot Block E-mail: dmjost©dcp'rn Id stream. corn E -Mail: c irnoninc gmail.com Email correspondence to be sent to: Owner Applicant/Agent X Both Postal service correspondence to be sent to: (choose only one) Owner Applicant/Agent X- DCP is proposing to build the Milton compressor station on a 16 -acre parcel to improve Add tronal Info: quality and efficiency of the natural gas processing within the gathering system in Weld County A OwnerSignature! 1 b Owner Signature: __ Date. DEPARTMENT OF PLANNING AND BUILDING DEPARTMENT OF PUBLIC HEALTH AND EN IRONNMEN'T 1555 NORTH 1711 AVENUE GREELEY, Co 80631 AUTHORIZATION FORM FOR BUILDING, PLANNING AND HEALTH DEPARTMENT PERMITS AND SERVICES I. (We), DCP Operating Co. LP , give permission to Patrick Groom (ApplkanUAgent - please print) (Ownef a please print) to apply for any Planning, Building or Health Department permits or services on our behalf, for the property located at DCP Milton Compressor - Parcel #1213- 2-1 -00-004 Legal Description: N 1/2 of Section 1221Township3 �I, Range65 W Subdivision Name.: Property Owneps Information: Phone: 970-378-6345 ApplicantAgent Contact Informations Phone: 970-352a3161 Lot Black. -mail:drnjost@dcpmidstream.com E.Mail,. PGroom@wobjlaw.com Email correspondence to be sent to: Owner Applicant/Agent X Both Postal service correspondence to hhe sent to: (choose only one) owner AppiicenuAgent Additional Info: DCP is proposing to build the Milton compressor station on a 16 -acre parcel to Improve quality and efficiency of the natural gas processing within the gathering system in Weld County Owner Signatures_ Owner Signature Date: Date: DEPART DEPARTMENT OF PLANNING AND BUILD;NG VENT or PUBLIC HEALTH AND ENVIRONNMENT 1555 NORTH 17TH AVENUE GREELEY, CO 80631 AUTHORIZATION FORM FOR BUILDING, PLANNING AND HEALTH DEPARTMENT PERMITS AND SERVICES DCP Operating. LP Lew H �enlbc'�o, give permission ��r� n to !Owner —please print) (Applicant/Agent — please print) Lie sse Ate to apply for any Planning, Building or Health Department permits or services on our behalf, for the property located at: DCP Milton Compressor - Parcel #1213-12-9-00-004 Legal Description N 1/2 of Section 12 , Township3 EJ. Range65 1+'u' Subdivision Name: **iii a Litsssc Property OW -Fiefs Information: Phone: 970-378-6345 Lot Block thenJost t�x+dcpmidstrearn.con1 Applicant/Agent Contact Information: Phone: 970-539-1 7$1 LHagenlock@dcpmidsxream.com Email correspondence to be sent to: Owner Applicant/Agent Both Postal service correspondence to be sent to: (choose only one) Owner Applicant/Agent DCP is proposing to build The Milton compressor station on a 16 -acre parcel to improve Additional Into: quality and efficiency of the natural gas processing within the gathering system in Weld County Owner Signature: Owner Signature: d) • Date: Date: /40//ir DEPARTMENT OF PLANNING AND BUILDING DEPARTMENT OF PUBLIC HEALTH AND ENVIRON WENT 1555 NORTH 17TH AVENUE GREELEY, CO 80631 AUTHORIZATION FORM FOR BUILDING, PLANNING AND HEALTH DEPARTMENT PERMITS AND SERVICES II (We), Cenraj t ►fs• ," -1 it „ gave- permission to11°,0), (owner - pnease print) ( p lcanVAgent a please print ) to apply, for any Planning, Building or Health Department permits or erviecsonourbehalif, for the property located at: -12—C-47 resilliANeN, efter aSs rcie,t. imate se _ - cia Legal Description: t 1•2e of Section _ 1 , Township$ N, Range Subdivision Nome: a jitti _ Lot Block Property Owners Information: Phone: ,"5 ' S c pp'Ncan tlAgent Contact Information: Phone: ictalsqlsesci • tio Email correspondence h@ sent E IM a i l _ • Applicant/Agent _� Both_ Postal sore ce correspondence to be sent to: (choose only ore) Ow Additional Ir io: �� Owner Signature: Owner Signature: a er AAppUicant/Agent Organ: /AC � ��/rte Dad ._'ls ale Late: DEPARTMENT OF PLAN\i lG AND BUILDING DEPARTMENT OF PUBLIC HEALTH AND ENIVIRONNMENT 1555 NORTH tri AVENUE GREELEY, CO 80631 AUTHORIZATION FORM FOR BUILDING, PLANNING AND HEALTH DEPARTMENT PERMITS AND SERVICES rirrol ,ar.. 454w rut in I. (We). C2CreCk Susr LiAti _ fyikerritm •37„atts. give ■ T on to (Owner please print) • (AppVsitnitheib. Smatte.a, UcunUAgent --- ple se print) to apply for any Planning, Building or Health Department permits or services on our behalf, for the property located at nerr_ .n, / Lego! Deseripon r t of Section j Township N , RangeopS Subdikoision Name' .N./A _ Lot Block Property Chimers Information: Phone: '4 o 5.±.- ApOicant/Agent Contact Information: Phone:so3. 2f l ci. jte2z- E -Mail: acacklacte,3 : fc lit'sto L "I.tccq - Email correspondence to be sent to: Owner _ ApplicantiAgent _ .,__Botb Postal service correspondence to be sent to: (choose only one) Owner Additkj al Owner Signature: Owner Signature: ApppUIcanl'Agent /1/41111 f Date: DEPARTMENT OF PLANNING ND BUILDING DEPARTMENT OF PUBLIC HEALTH AND ENVIRON LAMENT 1555 NORTH 17':,1 AVENUE GREELEY, Co 80631 AUTHORIZATION FORM FOR BUIL'DQH 8 PLANNING AND HEALTH DEPARTMENT PERMITS AND SERVICES (We), r (Owner — p. rati4 ccr .L . Feeis s r - , , - give pier -mission to ease print) ro cm, (AppIicant/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: N t f d2- _.t` CS- 'yae _ ctre * Fats 42. se (is °CI. it, CD 14 of Section V , Township 3 N, Range Subdivision Name:/es' Lot Block Property Owners rnrormat on Phone: Sri " 917 gl“ E-mail: Applicant/Agent Contact Information: Phone: -1#4 'S Z, a Si C E -Mail: Email correspondence to be sent to: Owner Applicant/Agent Both Postal service correspondence to be sent to: (choose only ore) Owner _ AppIicantIAgent iker Additional Info; 9 1 Y_ ' oseart_k5 aac-- 40_ Omer Skpriattira7 1I � E:7 DEPARTMENT OF PLANNING AND BUILDING DEPARTMENT OF PUBLIC HEALTH AND ENVIRONNMENT EN T 1555 NORTH 17T' AVENUE GREELEY, CO 80631 a AUTHORIZATION FORM FOR BUILDING, PLANNING AND HEALTH DEPARTMENT PERMITS AND SERVICES * r "k give permission to (Over — please riot) 1 (APPlicanflAgent — please print) to apply for any Nanning, Balding or Health Department permits or services on cur beha'f, for the property located at: p so±...„ Its? P Legal Description: •JNI Subdivision Name: SEP Property Owners Information: ficcc.eis 2A3 t 2. - of Section ‘412.-a___, To nship-S N, Ranges fa Phone: goic strA Applicant/Agent Contact information: PhOne: '91 .O Sr S5 1r i Lot Block Ira 04=1 a 0c "ail: LW14 r' ears Email correspondence to be sent to: Owner _ Applican `A gent Bath_ Postal service Correspondence to be sent to: (choose only one) Owner Applicant/ gent ,c Additional Info: r Owner Signature Owner Signat :re Date: Date: adiji ,N_,:r 1 DEFARTMEL\ DEPARTMENT OF PLANNING AND BUILDING "1OF PUBLIC HEALTH AND ENVJRONNMENT 1555 NORTH 17TH AVENUE GREELEY, 00 80831 AUTHORIZATION FORM FOR BUILDING, PLANNING AND HEA LTH DEPARTMENT PERMITS r AND SEVI L I, (We), I' s arr.taS Jr e Lai r (Owner-- p ease print) give permission to (Applicant/Agent— piea.seprint) to apply for any Planning, Building or Health Department permits or services on our located at: behalf, for the property is 12. 00 q Legal Desorption: NI is _ of SectIon I Township Subdivision Name: Property Owners Information: Phone: 8t7_ `tna_gbb3 E-mail: Applicant/Agent Contact Information: Phone: 'r+0 - '" ►0 X E -Mail: nark Lot Block_ Email correspondence toi be sent to: Owner _ Applicant/Agent Both th Postal service correspondence to be sent to: (choose on!y one) Owner pplica nit Ag en t Additional Info: Owner Signature: Owner Signature: a Date: _ Cate DEPARTMENT OF PLANNING AND 8UILDiNG DEPARTMENT OF PUBLIC HEALTH AND ENVIRONWENT 1555 NORTH 17TH AVENUE GREELE , CO 80631 AUTHORIZATION FORM FOR BUILDING, PLANNING AND HEALTH DEPARTMENT PERMITS AND SERVICES I (We), Y (Owner please print) re h 4 give permission to Piz rai5rn Nika (APplicanVAgent - please print) to apply for any Planning. Building or Health Department permits or services on our behalf, for the property located at: Legal Description: 144 Subd?vision Name: Property O ers Information: of Secfon , (Pk , Township 3 N, Range Phone: Sal -1-41?' 86b3 Applicant/Agent Contact Information: E-rna!l: Lot Block Phone:Se. - _ ( ` - s rZ-- E -Mail: ent,ct•, Email correspondence to be sent to: Owner Applicant/Agent , Both Postal service correspondence to be sent to: (choose an,ly, one) Owner Applicant/Agent X\ Additional Info: Owner Signature: Owner Signature: Date: ale Date: 1%* DEPARTMENT OF PLANNING AND BUILDING DEPARTMENT OF PUBLIC HEALTH AND ENVIRONWMENT 1555 NORTH 17TH AVENUE GREELEY. CO 80631 AUTHORIZATION FORM FOR BUILDING, PLANNING AND HEALTH DEPARTMENT PERMITS AND SERVICES I, (We), 4t Crar� • give permission to firs CO O (Owner— p ease print) (Applicant/Agent — please printl. r. to apply for any Planning, Building or Health Department permits or services on our beha lf, � f� for the property at: Legal Description: Subdivision Warne: Property Owners Information:, Phone: t t IS, 0.j at [ OCtj CZ, tif of Section Li Township 3 N, Range teclityi 711\- fat_ Block a cila.E-mail: Applicant/Agent Contact Inform tfon: Phone: cyt . rra E -Mail: rc oCc:Lt.-34 c Email correspondence to be sent to: Owner— AppIIcant/Agent Both Postal service correspondence to be sent to: (choose only one) Owner AddUtional Info: Owner Signature: Owner Signature Applicant/Agent ke Date: Date: S (411 DEPARTMENT OF PLANNING AND BUILDING DEPARTMENT Oic PUBLIC HEALTH AND ENVIRONNMENT 1555 NORTH 17TH AVENUE GREELEY, CO80631 AUTHORIZATION FORM FOR BUILDING, PLANNING AND HEALTH DEPARTMENT PERMITS AND SERVICES ariste. hr.k I, (We), cchc,_itt stir (Owner — [Meese rfrill* isgnli kis As. ., give permission to ea 1/4,4 4 i ., (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: Subdivision Name: of Section Township nS /a Property Owners Information: Phone: VI'?- 17- gc,t,3 Applicant/.Agent Contact Information: Phone: 9- m ' i I E-mail: E -Mail N, RangeoS Vv Lot, Black Email correspondence to be sent to: Owner ApplicismitAgent _Both Postai service correspondence to be sent to: (choose only one) Owner _ Applicant/Agent Adclibionar info: Owner Signature: Owner Signature: Date: DCP Operating Company0 LP Use by Special Review Application Milton Compressor Station February 16, 2018 Exhibit D Use by Special Review (USR) Questionnaire PLANNING QUESTION Explain, in detail, the proposed amendment to the property. OCR Operating Company, LP PCP) is proposing to build a new compressor station Milton Compressor Station) near the intersection of WCR 34 1/2 and WCR 49 southeast of Greeieyr Colorado, in central Weld County, The proposed natural gas compression equipment is required to expand and enhance the existing natural gas supply currently being collected from nearby gathering systems, and will compress the gas for delivery to pipelines for processing al existing DCP Gas Plants. The gathering system that feeds the proposed Milton Compressor Station services producers in the Niobrara Shale development Explain how this proposal is consistent with the intent of the Weld County Code, Chapter 22 of the Comprehensive Plan. The proposed use is consistent with the comprehensive plan's intent to foster development of the natural resources of Weld County Given the limited size of the property (at about 16 acres will be disturbed), the proposed use should have minimal impact on the surrounding land. Explain how this proposal is consistent with the intent of the Weld County Code. Chapter 23 (Zoning) and the zone district in which it is located.. The proposed Milton Compressor Station is co pt/ant with Chapter 23. The Weld County Code provides that oil and gas production faculties are allowed as a matter of right in the agricultural zone district. Describe what type of land uses surround the site. Explain how the proposed use is consistent and compatible with surrounding land uses. The proposed //ton Compressor Stattbn site is located in an area of the County used primarily as pastureland and already contains various oil and gas operations and facilities. Native pastureland, agricultural fief's: and tank batteries surround the site some residences are south of the proposed site). 6y keeping the compressor footprint small (approximately 16 acres), DCP intends that surrounding agricultural areas will not be affected by the proposed compressor station's presence. Once the construction is completed, the disturbed area outside the fence will be replanted with motive grasses in compliance with the Weld County seed mix requirements. 5, What are the hours and days of operation? Hours of operation: 24 hours a day, seven days a week, 365 days a year. DCP Operating Company, LP Use by Special Review Application Milton Compressor Station February 16, 2016 6. List the number of full-time and/or part-time emplloytees proposed to work at this site.. The proposed Milton Compressor Station will be unmanned after construction is complete; however, one DCP technician will visit the site daily to ensure quality control. 7. If shift work is proposed, include the number of employees per shift.. Noshift work is proposed, 8. List the number of people who will use this site, Include contractors, truck drivers, customers, volunteers, etc. During construction of the proposed Milton Compressor Station, construction crews will range from 20-50 workers. During construction, material delivery trucks will make approximately 1-2 trips daily. After construction, there will be 1 pick-up truck a day for the operations technician and 2 large delivery trucks accessing the site once a week. No customers or volunteers will visit this proposed compressor station once operational'.. 9. If this is a dairy, livestock confinement operation, kennel, etc., list the number and type of animals. Not applicable 10. Describe the type of lot surface and the square footage of each type, Gravel: —10.5 acres of compacted gravel within the proposed Milton Compressor Station fence line Buildings: 11,895 si total (1 MCC Building, 1 Compressor Building, 1 Maintenance Building and 1 instrument Air Building. 11. How many parking spaces are proposed? How many handicapped (ADA) parking spaces are proposed? Since the proposed Milton Compressor Station will be unmanned, there are no proposed parking spaces and no ADA-compliant parking spaces being proposed at the site. 12. Expllain the existing and proposed landscaping for the site. Any areas disturbed during construction will be graveled or rovegetated with seed pursuant to the Weld County seed mix specifications. 13. Describe the type of fence proposed for the site. The proposed Milton Compressor station will have a 6' tall chain -fink fence with 3 strands of barbed wire on the top of the fence for security and safety. 14. Describe the proposed screening for all parking and outdoor storage areas. There will not be any parking or outdoor storage areas located at the proposed Milton Cornpressor station, therefore no screening is proposed. DCP Operating Company, LP Use by Special Review Application Milton Compressor Station February 16, 2018 15. Explain any proposed reclamation procedures when termination of the Use by Special Review activity occurs. in the unlikely event that operations cease at the proposed Milton Compressor Station, DCP will remove the equipment, communications tower and all of its components in accordance with COGCC regulations. Where possible, materials will be reused or recycled. Where required, materials for disposal will be removed by a licensed contractor and transported to a disposal site. DCP will comply with all COGCC regulations concerning site restoration. 16. Who will provide fire protection to the site? The proposed Milton Compressor Station is located within the LaSalle Fire Protection District. 17, List all proposed on -site and off -site improvements associated with the use (e,g., landscaping, fencing,, buildings, drainage, turn lanes, etc_) and a timeline of when you will have each one of the improvements completed. A silt fence will be immediately installed prior to starting any grading work as part of the proposed Milton compressor station construction (site work will be compliant with the approved grading permit and the approved state Stormwater Management Plan; Permit # OR03S714 -- approved 1/31/2018). A vehicle -tracking pad will be installed at the start of the proposed grading and construction (6 rock set back 100' from WCR 34 1/2 at the existing wellhead road access). The existing wellhead access road will be improved and widened to 25' with a 60' turning radius off of INCH 34 1/2 as soon as construction starts. A. water truck will be on -site during the grading and drainage work being performed to minimize dust and will be removed once the grading and drainage work is completed. Temporary fencing will be installed around the proposed compressor station site during construction, and a permanent 6' tall chain -link fence with 3 strands of barbed wire will be installed around the entire proposed Milton Compressor Station at the completion of the project (7-9 months after construction starts), for security and safety. Any disturbance to the site will be graveled or reseeded per the Weld County required seed mix at the end of the project. No off -site improvements aro planned as part of the proposed project. 18. Describe any new site and equipment lighting.. DCP designs lighting tomeet the Weld County lighting guidelines' and specifically details all site and equipment lighting tobe LED lights and point downward at 45 degrees below the horizontal to minimize glare to neighboring properties. DCP has designed this proposed unmanned compressor station to be dark at night' and lights used only when an operator is performing maintenance work. See Lighting Plan and "cut -sheets" for all lights to be used (Exhibit N) attached with the USRplans. 19 Prior to Operation:. a. A signed copy of the Spill Prevention, Control and Countermeasure Plan shall be provided to the Weld County Environmental Health Services Division of the Weld County Department of Public Health and Environment. h. DCP shall develop an Emergency Action and Safety Plan with the office of Emergency Management and the Fire District. The facility operator, the Fire District, and the Weld County Office of Emergency Management shall review the plan on an annual basis. DCP will submit evidence of acceptance to the Weld County Department of Planning Services. DCP Operating Company, LP Use by Special Review Application Milton Compressor Station February 16, 2D18 1 B ENGINEERING QUESTIONS: 1. Describe how many roundtrips/day are expected for each vehicle type: Passenger Cars/Pickups, Tandem Trucks, Semi=TruckiTrailer/RV (Roundtrip =1 trip in and al trip out of site). Once construction is completed, the proposed Milton Compressor Station will be unmanned; however, one DCP technician will visit the site daily in a pickup truck to ensure quality control. • 1 roundtrtp daily in a pickup truck • Two large delivery trucks once a week after construction completion: Two rroundtrips once a week 2. Describe the expected travel routes for site traffic. The primary travel route will be traffic coming from Greeley heading south on WCR 49, turning West onto WCR 34 X and then turning north on the existing access wellhead road into the proposed Milton Compressor station. A secondary route will be traffic heading north on WCR 49 then turning west of. WCR 34 14 to the existing access wellhead road into the proposed Milton Compressor Station. Describe the travel distribution along the routes, DCP anticipates 75% of the vehicle traffic will travel south on WCR 49 then travel west on R 34 to the existing access road, The remaining 25% of the vehicle traffic will travel north on R 49 and then turn west onto WCR 34 X to the existing access road into the proposed Milton Compressor Station. However, DCP will coordinate with Public Works to establish the preferred haul routed during construction. 4. Describe the time of day that you expect the highest traffic volumes from above 6:00 am — 6:30 am and between 6:00 pm -- 6:30 pm daily will be the highest traffic volumes (during construction) After construction, the site will be unmanned, except one technician visiting the site daily between 7:00 am and 4:00 pm to ensure quality control. 5. Describe where the access to the site is planned. The existing wellhead access entrance into the proposed Milton Compressor Station is located northwest of the existing wellhead access road off of ifileCR 34 Y2r Access Permit #AP18-00057. The proposed Milton Compressor S to tionentrance wilt share an e x sti► g wellhead access road (DCP will widen the existing road to 25' wide with a 60i turning radius off of WCR 34 , with a 6" rock vehrcl+e tracking pad set back 100' from WOR 34 59. DCP operating Company; LP Use by Special Review Ap p I icatiors Milton Compressor station February 16,, 2018 Drainage Design: Detention pond summarized in a drainage report +cornpliant with Weld Section 23-12-30 F.1. Drainage Report - General Overview County Code The proposed Milton Compressor Station is intended to be constructed on a footprint of the 16.05 -acre leased parcel, located generally in tie interior of the aw298-acre parent parcel. (A Subdivision Exemption is currently being processed by Weld County to separate the 16105 -acre site into a separate paree& — SCI B 1 B-000 . ) The proposed Milton Compressor Station will be built on an existing (slight y) elevated slope draining to the west. To slow the runoff during rrajor storms and reduce sedimentation, a proposed detention water quality control feature (WQF) wi r be wilt on the downhill (western) slope of the site. The proposed detention WQF will capture all of the runoff from the proposed compressor station. The `OF is designed to capture 100% of the runoff generated from a 100-year/i -hour storm, and is designed to serve as a containment feature in the unlikely event of an accidental contaminant discharge from the facility. The proposed detention pond will be equipped with a normally closed, manually operated valve that will allow a technician to check the pond for any unexpected contaminant sheen after a storm, and release the detained storm water if no evidence of accidental contamination is observed. Storm water will be released over a period of three days at a rate below that of historical runoff from a 10- aril hour storm. The area around the proposed Milton Compressor site is within a Non -Urbanizing Drainage Area as defined by Weld County. One hundred percent of the storm water runoff from the proposed compressor facility will be captured in the new Water Quality Feature/Detention Area (volume: 63,347 cft). The VVQF will have an pipe outlet with a manually operated, normally closed valve that will allow the water to be inspected for presence of any accidental contaminants before being released off -site.. The WOE will alto have a concrete emergency spillway designed for storms greater than the 100-year/l-hour storm. The 'OF will have a minignum freeboard in excess of 1 ft. The WOF will be lined with a pond liner (Le., clay liner, Bentomat Geoliner or approved equal) to mininriize any infiltration into the ground. The WQF will also be located within a fenced area to keep livestock and humans from accessing the pond area. Small berms around the fenced portion of the proposed project site will be constructed so that no off -site storm water runoff will run onto the proposed compressor facility site, Proposed Equipment Additions The proposed Milton Compressor Station will consist of natural gas compressors housed in an insulated compressor building, additional associated natural gas processing equipment and piping, additional small buildings for electrical service, instrument air, and maintenance activities. DCP Operating Company, LP Use by Special Review Application Milton Compressor Station February 16, 2018 Runoff Calculations The proposed Milton Compressor Station will be comprised of a graveled plant site area of about 10.5 acres when complete (out of the 16.05 -acre leased parcel). About 2% of thatarea will consist of various buildings constituting impermeable surfaces. The proposed detention WQF will be designed to capture the runoff from a 100 -year, 1 -hour storm, which is about 2.7 inches per the NOAA atlas. Runoff is based on a site imperviousness of about 60% (including the impermeable roofed buildings). This will require a containment volume of about 63,347 cft.. along with a minimum freeboard of one foot above that level of the required volume. Per the Weld County Code, outflow from the detention pond will be limited to the historical storm water runoff flow from a 10 -year, 1 -hour storm, which per the NOAA atlas is about 1.66 inches for this location. Based on 2% pre -developed imperviousness, the historical run-off rate is about 2,112 oft/hr., or 0.587 cfs. The outlet of the pond, therefore, will have the gate opening set to allow no more than 0.587 cfs when the pond is drained. This rate will allow the pond to drain in about 60 hours, in compliance with State regulations to not detain the water over 72 hours. Use of WQFs for contamination control Although it is not required by state or county laws, DCP prefers to use the WAIF associated with this proposed compressor station for an additional layer of control in the event of an inadvertent or accidental release of contamination from the proposed compressor station. DP's preferred practice for detention ponds such asthis is to size the detention pond so that 100% of the runoff during a severe storm will be captured in the WOF pond, and will not be allowed to "flow through" the pond during the storm. After the storm subsides, a DCP technician will inspect the pond for evidence of any accidental contamination. If no indication of such contamination is found, the technician will open a normally closed valve to allow the WOE to drain in under 72 hours. The delayed release also reduces the possibility of downstream flooding after a severe storm and reduces instances of silt being released from the proposed project site. In addition to the normal release pipe, a concrete emergency spillway is provided for storm flows in excess of 100 -year flow rates. (The emergency spillway is designed to pass a 1 o0-year/I -hour flow rate occurring after the pond fills up with the 100 -yearn -hour design storm). • See Detention Design Drainage Report and preliminary Grading/Drainage. Plans Exhibit L DCP Operating Company, LP Use by Special Review Application Tilton Compressor Station February 16, 2018 ENVIRONMENTAL HEALTH QUESTIONS: What is the drinking water source on the property? During construction, the contractor will provide bottled d'r'inking water for their construction crews. Although the proposed Milton Compressor Station will be unmanned after construction completion, DCP will provide bottled water for the COPtechnician that will visit the site daily for quality control. 2. What type of sewage disposal system is on the property? During construction,the contractor will provide portable toilet facilities and hand -washing stations for their construction crews in compliance with the Department of Public Health and Environment's portable toilet policy. Although the proposed Milton Compressor station will be unmanned after construction completion, DCP will have one permanent portable toilet facility to be used by the DCP technician that will visit the site daily to ensure quality control. 3. If storage or warehousing is proposed, what type of items will be stored? Produced water tanks Used oi/ tanks Used filters Condensate storage tanks Methanol storage tank Lube oil tank Th-Ethylene Glycol storage t tank 4. Describe where and how storage and/or stockpile of wastes, chemicals, and/or petroleum will occur on this site. Wastes will not be stockpiled on -site. Any wastes produced will be properly containerized and removed from the site in a timely manner 5. If there will be fuel storage on -site, indicate the gallons and the secondary containment. State the number of tanks and gallons per tank burring construction, the contractor will have a 11000 -gallon diesel storage tank (double -waited) with secondary containment for fueling equipment This tank will be removed after construction completion. 6. If there will be washing of vehicles or equipment on -site, indicate how the wash water will be contained. There will be no vehicular washing at the site. Any equipment washing will occur on a pad with containment and have a drain going to a partially buried double -walled tank DP Operating Company, LP Use by Special Review Application Milton Compressor Station February 16, 2018 7. If there will be floor drains, indicate how the fluids will be contained. Floor drains will route any fluids to a partially burred double -walled tank. Indicate if there will be any air emissions (e.g., painting, oil storage, etc).. D P currently has an approved Air Permit from the State of Colorado Air Pollution Control Division; Department of Public Health and Environment for the proposed equipment at the proposed Hton Compressor Station — Permit #17WE0642 approved November 27, 2017. During construction, the majority of the equipment painting will be done of site. During construction, there will be minor painting and diesel storage tank emissions. 9. Provide a design and operations plan if applicable (e.g., composting, landfills, etc.). Not applicable 10. Provide a nuisance management plan if applicable (e,g, dairies, feedlots, etc.). Not applicable DCP Operating Company, LP Use by Special Review Application Milton Qompressor Station February 16, 2018 BUILDING QUESTIONS: Al. List the type. size (square footage) and number of existing and proposed structures.. Show and label all existing and proposed structures on the USR drawing. Label the use of the buitlin9 and the square footage, see attached equipment layout and equipment legend drawing: Proposed new equipment and 4 buildings: (1) MCC Building: 15' x 46' _ 720 sat (ii) Compressor Building: 128'-4" x 72' = 9,240 at (1) Maintenance Building: 25' x 70' _ 1 r 750 s.f. (1) Instrument Air Building: 101x 18' — 6" _ 185 at TOTAL.: 11,8 5 saf. 2, Explain how the existing structures will be used for this U S. There are no existing buildings located at the proposed Milton Compressor station site, 3. List the proposed use(s) of each structure. • See attached equipment layout plan and equipment legend drawing: Four natural gas processing buildings will be built at the proposed Milton Compressor station: MCC Building - / _ his building houses the electrical equipment that controls the Milton Compressor Station. Compressor Building - This building encloses the compressors that compress the natural gas Maintenance Building - This building allows a technician to work on and repair equipment and complete paperwork for quality control. instrument Air Building - This building encloses the compressors that compress air for iristrrument,ation. DCP Operating Company, LP Use, by Special Review Applicatfon Milton Compressor Station February 16, 2018 Exhibit J Weld County Access Permit Weld County Public Works approved an Access Permit #AP18-00057 for OCR' to share access into the proposed Milton Compressor Station at the existing werlhead entrance off of WCR 34 1/2, See Access Permit #APIB-000 7 attached. Guidelines used by contractors for DCP to ensure the safety of other drivers using the roadway include: • Existing access road improvements (road widening to 25') will only occur during the day. • Appropriate si na.. e will be placed 500 ft from the construction site to warn driversfrom both directions of upcoming construction. • Per Weld County Public Works guidelines, vehicle and equipment will not block road. During construction, VVeld County Public Works will permit large loads that are delivered to the proposed Milton Compressor Station. WELD COUNTY ACCESS PERMIT Weld County Public Works Dept. 1111 H Street P.O. BOX 752 Greeley, CO 80632 Phone: (970) 304-6496 After Hours: (970) 356-4000 Emergency Services: (970) 304-6500 x 2700 Inspection: (910) 304-6480 Permit Number: AP18OOO57 Issuance ofthis permit binds applicant and its contractors to all requirements, provisions,and ordinances of Weld County, Colorado, Project Name: PRE17-0142 Milton Applicant Information: Name: Company: Phone: Errair: Christina White ' Paul Park DCP Operating Co LP 97O -S39 -19U casimonine,comr ppark@dcprmidstrean.cor Location; Access is on WCR: Nearest Intersection WCR: Distance From Intersection: Number of Existing, Accesses: 34.5 34.5 1555 9 Plannirta Process: Other PRE17-0142 Road Surface Type & Construction Information: Road Surface: Gravel Culvert Size & Type" I.S" CIMIP/RCP miry, if rep= Start Date: 09/1O/2018 Finish Date: 09/14/2018 Materials to Construct Access: gravel &WCR: 49 Required Attached Documents Submitted: Traffic Control Plan: Yes Certificate of Insurance: No Expiration date: 01/19/2019 Property Owner Information: Name.: Jay D Stroh Company: The Stroh Family Trust Phone, Email: Proposed Use: Temporary: Single Residential, I r id ustrial: Small Commercial: Oil & Gas: Large Commercial: Subdivision: Field (Agricultural Only), tExer-npt Access Pictures: Yes A copy of this permit must be on site at all times during constructionhours Daily work hours are Monday through Friday DAYLIGHT to 34 HOUR BEFORE DARK (applies to weekends if approved) Approved Pill UTCD traffic contrrol/war ring devices are required before work begins and must remain until completion of work Sacial Requirements or Comments Parcel 1213121000O4. Utilize existing access poant on CR 34.3 (1-O&G) located approx. 1555 fit, West of CR 49. **Crushed or recycled concrete SHALL NOT be used for tracking material in, the County ROW. Note: CR 49 is an Arterial roadway with varying setbacks from centerline. Please contact PW for any questions regarding CR 49 ROW. Approved by: Digitally signed by Weld County Public Works , organ iGabbert Date: 2018.01.1 9 15:43:01 -0700' Date 1/19/2018 Print Date -Time: 1/19/2018 3:4 A3PMi Access Permit PW0QS Page 1 of 1 DCP Operating Company, LP Use by Special Review Application Milton Compressor Station February 16, 2018 Exhibit K Communications Tower Narrative, Database and 10 -mile Tower Radius Map In support of the LiSR Application submitted by DCP Operating Company, LP ("DCP") for the proposed Milton Compressor Station, DCP submits the following information pursuant to Section 23-4-830 of the Weld County Code: 1. DCP proposes to construct a radio communications tower "up to 100 feet" in height at the proposed Milton Compressor Station. DCP designs and constructs such towers at each of its facilities to allow for rerhote monitoring and control of the facilities. It is imperative that the communications tower be located in the immediate vicinity of the site to allow for the transmission of a reliable signal. A secure location within the site is critical because of the life -safety functions associated with the station's control and emergency shutdown notification features. A list of towers within a 10 -mile radius is attached hereto. There are no existing towers within the 10 -mile tower radius that DCP would be able to collocate on. Due to safety concerns, DOP does not co -locate its transmitters on third -party towers. Because the transmitters are utilized to remotely control the compression and processing of natural gas and other hazardous materials, DCP requires that only DCP personnel be permitted access to its towers and transmitters to prevent intentional or accidental disruption of communication services. 2. The proposed communications tower will not constitute a hazard to aircraft due to its location. 3. The proposed communications tower will be located within the Property (Parcel N o . #1213-12-1- 00-004) and the entire fall zone for the tower will be located within the DCP Milton Compressor Station property. 4. As noted in Section 1 of this narrative, DCP does not permit co -location on its radio communication towers for safety reasons. 5. The proposed communications tower will be as short as practicable to allow for sufficient signal transmission and will be constructed out of non -reflective materials. 6. Due to its location, as well as the fact that only DCP transmitters will be located on the tower, the proposed tower should not adversely affect human health. 7. The proposed tower will be no taller than the minimum height required for adequate signal transmission between DCP's radio communication towers located in the vicinity. 8. DCP will ensure that the proposed tower complies will all applicable federal and state regulations. 9. The proposed tower will be professionally engineered to ensure the structural integrity of the tower and foundation. 10. The proposed tower will be located within the secure fenced boundaries of the proposed Milton Compressor Station. 11. Due to DCP's transmission requirements, the proposed tower will be situated in a feasible location within the proposed facility. DCP Operating Company! LP Use by Special Review Application Milton Compressor Station February 16, 2018 12. DCP does not anticipate any impact on wildlife due to the location of the proposed tower at the proposed Milton Compressor Station. 13. DCP submits the following proposed Decommissioning Plan: Decommissioning Plan In the unlikely event that operations cease at the proposed Milton Compressor Station, DCP will remove the communications tower and all of its components. Where possible, materials will be reused or recycled. Where required, waste materials for disposal will be removed by a licensed contractor and transported to a disposal site. DCP will comply with all COGCC regulations concerning site restoration. i See attached 10 -mile radius Tower Database and 10 -mile Tower Location map. DCP Operating Company, LP Use by Special Review Application Milton Compressor Station February 16, 2018 ASR Registration Search Registration Search Results Specified Search Lafltudc&4Oe14.40.S 14', Long1tude=*1O4-3645.6 W', Radius=1O Kilometers fj Number Status 1 1208076 Terminated 2 12.08275 Terminated 3 121472 ► Constructed File Number A0179585 A0179687 WELD, COUNTY OF WELD, COUNTY OF A0213599 WELD COUNTY REGIONAL DISPATCH CENTER GREELEY POLICE DEPARTMENT ( CLOSE' WINDOW IPAI = Pending Application(s) Latltutiehonvlt+dt 40-15=39,9N 10442-2148W 4O-15-39,91 104-42-21.8W 40-15=40.9N 104-42-22.8W Structure City/State LaSalle, CO LASALLE, CO LA SALLE, CO Overall Height Above Ground (AGI). 112.8 112.E 112.8 1u Nil 6I NI Sg ist m 1 P, cmI i H 13Q11 py E J L 0 L - cO Ca 0 a-. MILTON COMPRESSOR STATION T Gt Al I!66w'04.E _II el—Jr---� "Thrt 7 --I - —r—al r I as_ ti 2 I I II I a c II I I I -t L 4- ` - — —I — F? LL _I a -I L —I— —t1 I 1. I I I -,- b U I I a FUCA Mr -W a 4' a 19, I I I r I ti 4 I I I G 103 1 I F63WWI :\\ _a. lIPro24 :=4..* —_I—s—�— I 11, I ;+ I I irci 1f•r.-- : _s1=aaIa 1Er 02N I I IO2 a 'I - WC* ?LH- - MN\ U R1 8-xxxx DGP OPERATING COMPANY, LP MILTON COMPRESSOR STATION A PART OF THE N 1/2 OF SECTION 12, TOWNSHIP 3 N, RANGE 65 W, OF THE 6TH P.M., COUNTY OF WELD. STATE OF COLORADO PARCEL #121312100004 LEGEND: - EXISTING TOWER LOCATION N t 0a' a �g+�p• • SCALE: =180 -4-4 WHEN PLOITEo 24"x36' 10 -MILE RADIUS VICINITY MAP MC1l 911141 Mika Er ,1St — DCP OPERATING- COMPANY, LP WELD COUNTY, COLORADO MILTON COMPRESSOR STATION USR18-tux 10 -MI E nuns TQWFR LOCATION MAP IMIEI} BY: us DAIL E: +'10/18 CHECKED BY: ROB 43 NOTED xa 2112410 4$ L<511C0 ram iiflPk ICK.1P lilt ale ISSUE DWC NC. G-3 ISSUE 1 9 6 r w 10 11 i 13 14 I 15 17 13 19 21 23 14 1i 1•f1 27 Li ±9 DCP Operating Company, LP Use by Special Review Application Milton Compressor Station February 16, 2018 Exhibit L Detention Design Drainage Report Please note that the proposed Milton Compressor Station is within a Non -Urbanizing Drainage Area as defined by Weld County and will not impact historical flows. Drainage Report General Overview The proposed Milton Compressor Station is intended to be constructed on a footprint of the 16.05 -acre leased parcel, located generally in the interior of the —298-acre parent parcel. (A Subdivision Exemption is currently being processed by Weld County to separate the 16.05 -acre site into a separate parcel — U B 1 B-0002 ,) The proposed Milton Compressor Station will be built on an existing (slightly) elevated slope draining to the west. To slow the runoff during major storms and reduce sedimentation, a proposed detention water quality control feature ( U) will be built on the downhill (western) slope of the site. The proposed detention WQF will capture all of the runoff from the proposed compressor station. The WQF is designed to capture 100% of the runoff generated from a 100-year/1 -hour storm, and is designed to serve as a containment feature in the unlikely event of an accidental contaminant discharge from the facility. The proposed detention pond will be equipped with a normally closed, manually operated valve that will allow a technician to check the pond for any unexpected contaminant sheen after a storm, and release the detained storm water if no evidence of accidental contamination is observed. Storm water will be released over a period of three days at a rate below that of historical runoff from a 10 -yearn -hour storm. The area around the proposed Milton Compressor site is within a Non -Urbanizing Drainage Area as defined by Weld County. One hundred percent of the storm water runoff from the proposed compressor facility will be captured in the new Water Quality Feature/Detention Area (volume: 63,347 eft). The W0F will have an 8" pipe outlet with a manually operated, normally closed valve that will allow the water to be inspected for presence of any accidental contaminants before being released off -site. The WQF will also have a concrete emergency spillway designed for storms greater than the 100-year/l -hour storm. The WOE will have a minimum freeboard in excess of 1 ft. The WOF will be lined with a pond liner (i.e., clay liner, Bentomat Geoliner or approved equal) to minimize any infiltration into the ground. The WQF will also be located within a fenced area to keep livestock and humans from accessing the pond area. Small berms around the fenced portion of the proposed project site will be constructed so that no off -site storm water runoff will run onto the proposed compressor facility site. DCP Operating Company, LP Use by Special Review Application Milton Compressor Station February 16, 2D18 Proposed Equipment Additions The proposed Milton Compressor Station will consist of natural gas compressors housed in an insulated compressor building, additional associated natural gas processing equipment and piping, additional small buildings for electrical service, instrument air, and maintenance activities. Runoff Calculations The proposed Milton Compressor Station will be comprised of a graveled plant site area of about 10.5 acres when complete (out of the 16.05 -acre leased parcel) . About 2% of that area will consist of various buildings constituting impermeable surfaces. The proposed detention WOF will be designed to capture the runoff from a 100 -year, 1 -hour storm, which is about 2.7 inches per the NOAA atlas. Runoff is based on a site imperviousness of about 60% (including the impermeable roofed buildings). This will require a containment volume of about 63,347 oft. along with a minimum freeboard of one foot above that level of the required volume. Per the Weld County Code, outflow from the detention pond will be limited to the historical storm water runoff flow from a 10 -year, 1 -hour storm, which per the NOAA atlas is about 1.66 inches for this location. Based on 2% pre -developed imperviousness, the historical run-off rate is about 2,112 oft/hr., or 0.587 cfs. The outlet of the pond, therefore, will have the gate opening set to allow no more than 0.587 cfs when the pond is drained. This rate will allow the pond to drain in about 50 hours, in compliance with State regulations to not detain the water over 72 hours. Use of WQFs for contamination control Although it is not required by state or county laws, DCP prefers to use the WOF associated with this proposed compressor station for an additional layer of control in the event of an inadvertent or accidental release of contamination from the proposed compressor station. DCP's preferred practice for detention ponds such as this is to size the detention pond so that 100% of the runoff during a severe storm will be captured in the WQF pond, and will not be allowed to "flow through" the pond during the storm. After the storm subsides, a DCP technician will inspect the pond for evidence of a n y accidental contamination. If no indication of such contamination is found, the technician will open a normally closed valve to allow the WOF to drain in under 72 hours. The delayed release also reduces the possibility of downstream flooding after a severe storm and reduces instances of silt being released from the proposed project site. in addition to the normal release pipe, a concrete emergency spillway is provided for storm flows in excess of 100 -year flow rates. (The emergency spillway is designed to pass a 100-year/I -hour flow rate occurring after the pond fills up with the 100-year/1-hour design storm) . • See preliminary Grading/Drainage Plans attached. P N 2 03 Ai 722 ii' r 4 1.) -J 1.� O 4 U ,gyp. co a re W r a d 1L 1 — rer I ' N V d 1 40. q 10' R'ld1WII a UmOr 1 1 1I i 1 N N IN N 11 II I i a co IT t 1 1/4 ./ 1 1 1 a `Doug I Sit+ .t l . \ \ 1 1 1 tiN N r `ti r` 1/4 N �- 1 1s• ) 0 ere -CNs - a — to as I a, rata N. ~4— N. -a 1" 7 i — / ore 7 s 17 co -4- I / ✓ '- lb Tr-- - I' f`! N. N. 1 see 7 - �N- 7. s r— J••••• L '`-, ,.,� ~ `" --_. ,� .--.� _� NY \ \ of r f 4 ...e...e`e _ ` — l \ \ 1 } / ,.r .� 1 I / i — \,; // it //1/ z 7/ / I i 4 ``j 'f 7'` / f!I k / f I Lb - owe r f� /.� ji \ \\-`` rY f f -' f f 1 ~ 1/4 k / je-- a ft f / / fr ore 1 _I vlb ,- f / / / / NMMI N. IJ h% oaf { 2 ,e - / N la a f / I N 7- / i i ire a a 1=4 a 7 f .r N. ro- { L N. l N. Ict �.. 7 N. N. -� 1 i� — f 4LikR BOUNDARY N N. `,. It yr i I 22 t I N N. 1 ab 32 • I 'Irma s4, PIN es I\yr s tit 150 `t 4866 l I 1 I I II 1 If 1470 IN1ML WJJQ NM - worm on Or QI' — 'I I I I I I I ti 14 w USR1 8-xxxx LEGEND (E)) = EXISTING (N) = NEW -- ' — = (E) TOPOGRAPHY DCP OPERATING COMPANY, LP -will) COUNTY, COLORADO MILTON COMPRESSOR STATION tMMRRt8-sax MIMING GRADING FLAN Minn Oki 5,15.41 CHECKED BY: RUB SCE ,AS NO786 A 2/13/w dR ISNJm fa; mom 1E?#N 41. Delia t f CESCHII M1v Ca Y APFRIWAL E7Y: 70P DATE: 41V0 1n f1 12 r e I I PS 14 15 16 17 18 19 20 Pin DWG NO. 0-4 24 27 'ISSUE A i .32 33 1r& 'I. 40° 0 4a' Mkt la-. 4o' ( with guilt art4lt" dee I I if t ti f 4 -t S a 41.36 BOUNDARY i i tes\ It. "----2"*wys% leirre C i 010 ■ ski deo tot • Y I I ctJ ,. ti II P _ I! 1� !eV :r -- >< •• / umalina r� J R' irdr 1/41/4 SIMOOMI 1 deter dr YI r �r I 1' 44 14.1/se I ?as { N i:mtsetes 9S11%.,.1/41148 — a to St ! ,1 13 id 17 1D 19 r I 4 I la, .., 1(k - I lei i 1I'cTC perb.=.7±..Lr=rt 7:,:s=ithst�Y_ y lh,?it:). s 11ii1al IlI1 I 7 11-z olii-re:51i, 11I;%-or.k.-iiiI/nR. I r' II� tI�k .� /3 ,II II M aC 23R *h Irths4i j p y1 i e I a i I e0• nt N I :till 1 4468: USR18-xxxx (N) LEGEM = NEW ▪ (E.1 TOPOGRAPHY - DRAINAGE FLOW ARROWS DCP OPERATING COMPANY: LP WELD COUNTY, COLORADO Knitting COMPRESSOR STATION NM GRADING prAN DRIIFTW FIR taw ey AS NOTED Ginn APPWW141 -1317 PDP it 24 75 PridE DING N0_ C-5 ISSUE A 26 31 32 w a I.- b-. gl m .71 41 CO to a. x I J LT .Q IP- CD c `w ▪ r Cl W I.- O I -n J U- 144 II ?I,C►ftF.Rsi''orr �ry 'S i i a to r. _L M k M 41/2 r eNd -r 4 0 Thief,"1 ��y r o . . \ illi 0 N_ =t-- _i 4 ,1 -..ii T lift- •SiL Mil yI -� , , - :Ili 4elf ~ 1 SZ IN i 11 /fir 1?%"%\i) : illNi\N il lq i \ m VA a �R•4 itVIA I 4 yV-"i4 P Eyitll. �� IP II I. NO'RiH CRAIaJNG PLAN , 1 —J 1.2 NJ T Ira a VIN I, ft Ity Nan ill 9 [ • _ L fp _ r -a- a of { r r • i _ ante I 1 H "i a 1 ( °ems I- 1 x I t ii --p-4 I,_ I 1 IH� if —1 — tin 'Uit k OF ; II etarr..th l,�I ! _I dN # .. * L .,.,�•�..tt bS.. `I. r-- i is ICI _. >s '--„ _ - �' -�` i111 5 v ti 1 pin N. 'es. �1 14 15 10 Y1 Ir '4 03 Rit e 9 'Ma M■ 4=1- 4 1 x l\ ikee liza 1 1Y 834 I in IN — I / I it I I / ,� \ie: -I WO iii —ktt( 4a-l•---ihi' all"! - -1To og) wilE k'u�-��t111 \\\ \ Iti; 1:21:111/4\THil\-11:::;;;:111: lit' die ‘s3/4-- sfr'sThi 1.11H I\"elkMrs 11111 II/ "Ai /ac 1•44".4% Ater lislitt I FIT/I )115) toe t f u) PIPELINE -, c:� it‘ I 1,15 FA 8 -X t I � • II t l t I t 11I-1 \ --1.4t; -#-411 %1 1114 41+ r+H—i min i i! b� 1 �I�---hi—h► A b Mf } f rrc •�I r tre4)4 PIPELINE , --- ,,,, , se -cat rtni,rit.,,H%. , „., , . . 3k, \ , , F Co fla LEGEND (E.) EXISTING = (N) TOPOGRAPHY = DRAINAGE FLOW ARROWS KAU NHL h1/241.12101111 -- DCP OPERATING COMPAEY, LP WELD COUNTY, COLORADO MILTON C0VPRESS0R STATION NEW GRADING PLAN Nit IS9UO En? Mink PC I, Co DEStilluk Il t 4 21 25 24 LIR,kFTED BY: ma 28 Seidl; .ts *Pro 30 31 32 'r re ,En rfli En l7. C fjj J_ Q �e C> C32 G cu 4t I- 0 I— 0 O_ 1 0 r I i� IA 1P l • 1 t F �, 11 • ,t2 II Jlr d Pr: N • 0 11f F, Platt * 2r'1<56• it I I o *. iucli �• � w, I u 1 II? I � u '' - Is_ t, I ;.e. _ ---;.d.71/1/1,1;1-.1r ---,, --R. I (711/7 \ [II .4 iblefikr- I - A . If ill :: 11 -C \ \\ kin ;1(„I'%(1.r. Pif I' , w4iI._C Mrs il ii!,l itio 174.1,114 MII t 61- 34 . 'la i 3' �v! hhge II, II -o. LA/ I t3ERM +� / / / ci i'E9. 7d �+ x TOP rA • jib cal'e ilLIl\kc -.11 .1 Mil ono/ f i SOUTH GRADING PLAN a - Mai •Mia. U I 4 V _ KP • kJ *Nieu_7\ a era z 0 lbw , —7 // / IAar -rje , 1 4 r A --_-2 .\ ;di fr I . . / r 2'/ 4 SSW 9 N - i 83610' ,'. irtir-t _' wr i I ,w = .I I MI I= 1 LEASED PROPERW REC. NO., 4313158 16.05 ACRES± sr' a a famm•mwea -a HUT- 1liUL 9L1710 N - WHhLEIC(T of 41UdILC - LEGEND (E) E? ISTtNG (N) *1 r NEW (E) TOPOGRAPHY -XICCC (N) TOPOGRAPI-rr f = DRAINAGE FLOW ARROWS IS IS 22 23 'OEN JIB Sum FIR Nu. gnaw !SS NO DALE Fr( 9001151106 U CAW 24 25 26 USR1 8xxxx I I • I I • • • • i • C`.I CO rr) Olt LiJ CO 0 6 ref - DCP OPERATING COMPANY, LP WELD COUNTY, COLORADO MILTON COMPRESSOR STATION USR1B—xxn NiN CRAM:NC PLAN rJRAFIBY: AR DATE 6/tb/1T APPROVIAL BY: Pit D -1. CHECKED BY! KIX SCALE: M NOTED _a CAiE-: [7WC NO. C-7 ISSUE A 26 :i .71 32 fl DCP Operating Company, LP Use by Special Review Application Milton Compressor Station February 16, 2018 Exhibit N Light Mitigation Plan DCP designs all lighting to meet the Weld County lighting guidelines and specifically details all site and equipment lighting to be LED lights and point downward at 45 degrees below the horizontal to minimize glare to neighboring properties. DCP has designee this proposed unmanned Milton compressor station to be dark at night and lights used only when an operator is performing maintenance work. See attached Lighting plan and proposed lighting "cut -sheets" for all fixtures to be used at the proposed Milton Compressor Station. Dialight • •••!#i••if•i r pa i I a p I, • • Patent Pending J aitiffi SafeSite® LED High Bay - UL 844 for Indoor and Outdoor I Cazardc7us Locations SafeSite° LED High Bay About Diubig nt Diailtght (LSE: DI&,L) hs leading the energy efficient LED lighting revorution around the worlds for Industrial and haz- ardous areas as Weil as transportation Cation and Infrastructure aipplioalio.ns. For 40 years it has been committed to the development of LED lighting solutions. That enable organizations to vastly reduce energy use and maintenance needs, improve sorely. ease disposal and reduce 002 emissions. Value P o ositron 10+ years of maintenance free lighting improve sotefyo color quality Improve temperature rating IT -rating) • Lower total cost of o ershrip, quick ROI * Lower energy consumption by > 50% Significantly reduce CO2 emissions History al a Glance 1938 - Di'alight founded in Brooklyn, NY 197 I -> LEE) Circuit Board Indicator 1 994 -) LED Transit Vehicle Signals 1995 9 LED Traffic Signals 2000 4 FM certified LED Obstruction Lights 2007 -3 LED Lighting for Hazardous Locations 2009 -* LED High Bay Fixtures 2012 4 Full performance 1 O year warranty 2013 9 Controls for LED Lighting 2014 4 125 Lumens per Watt a(eSIto * LED lighting tar hazardous locations DuroSit - * LED lighting for general Industrial locations Vertically Focus d Regulated Primary Markets OIL Gas & Petrochemical * Power Generation • Mining • Chemical • PhoLm oceuiicc" • "Idler & Sewage • Food & Beverage Secondary Markets ▪ Manufacturing i a rehous ing- • Cold Storage ▪ Data Centers View the full case studies at: Hortzantat Welt Drillers - +. iialiighttom/Product/category/524683 LANXESS - www,doight.com/AssetalBrochures_Anst And CatCotalogsiltrominationiLANXESSCase_Sludyacd'I kohJar - +wv ,dialight, omiPra ft luati ategory i<oohler-LED-case-St r +-Pulp-Paper i Features & Benefits • LIO rated for >1004000 ho rs 251-C a 5 & 10 year full performance warranty Lap to 1 iDetilm/W Low T rafing compared to traditional fires ant on/off operation weirsail EnpLt (100-277V ACJ, 00/'60Hz Superior acIoF irendition index compared to HPS LPSJ Mercury free Resistant to shock and vibration Temperature compensation technology for longer life Copper tree aluminum Factory sealed Significantly smaller than traditional High Bay fixtures aerieIN %it a f (Vitileat) U•I Meets Huy American For projects requiring Buy American cerlificationoconsult foctory tor additional Information and details Complete your own Return on Investment calculation at: www.dicilight.comitcoCalculatoriDurositeJlighBay SafeSitet LED High Bay 25,000 Lumen . _ 13.04 1331,31 c•fl 4 14061 5.4 113B1 f 1 188 13.9 13531 Certifications & Ratings • Certified to itJL 844 • Certified to Lk 1598/A a Certified to 022,2 Nc,137-M81 • NEtvlA 4X (pending) • IP66 • ILJA Dark, Sky Test Report • LM I9 Certified * LM80 I 1&25 (412_Sj r t:: Jr onsIons In Inch "frill tilsct001Q01 Information Fixture W&3ght: Shipping Weight., Mounting Operating Voltage: Total System Power Consumption Operating Temp: Harmonics: Noise Requirements/ EMC Transient Proteotton, 1 Power Factor: Fusing, Construcllor‘ Housing: Finish: Leas: Photonslirtqjnformal on CR1; CST.. - 30 lbs (13,6 kg) HID -35l (15,85k kg) (1) 3/4" i PT t 0' (3.5m) SLOOW Power Cod MO 277V AC See table on page 6 -40tc .i 149 F (-40 4C tl x 65 C) IEC 61000-3-2 FCC Title 47, Subpart 8, Soction 15, class A device, IMF immunity, 10 '/n, Has protection devices rated up to 1O A. Tested with okV/2 ohm combination wave, as per IEEE 062,41, the -line and lino -grounds 0.9 internal on black wire Powder coated aluminum Polyester poffeecierb coot gray Mi. 7040 for superior corrosion resistance Tempered gloss 70 5.0OC K (cool white) 4.000K (neutral white) All values typical; unless otherwise staled Lumen vakies are f+ trot (tolerance +/- 10% -4W to ±149P (-400 to +65CJ www,c'iciighticom . Patent Pending, SafeSite LED High Bay 5,501) - 17(100 Lumens 5/16--18x./5" THREADED tiDLE (2) l 15.25 11112.eJ 3,01° NIPT ItilEADED los —1 H' [3,CorT,J POW is R CD 11911,7 ,Ni 1410 006,401 Dimensions in Inches. tntril Certifications & Ratings • UL 844 • UL 1598/A i C22,2 No.137- 081 • Group B for Hydrogen • ABS Design Assessed: if 12- I$922 &76-•PDA a NEMA 4X ▪ IP66 • IDA Dark. S! Test Reports • LM JV Certified • 111180 . ppliealion The Dialight SofeSite' LED High Bay luminaire r was designed specifically to replace conventional hJgh bay lighting fvtures in Iozcrd'ow Icccrtion cppli lions. It's Cow profile, light weight design allows for increased mount- ing versatility and ease of fnslallntlan. All of Dlaligbt's long life LED luminaires are desEgned to meat the, most demanding specification criteria while offering maximum energy savings, reduced maintenance costs, and a superior quality of light. Me nisei InPorr lati9 Fixture Weight: Shipping Weight: Mounting I Cabling: Hi Voltage: Total System Power Consumption: Noise Requirements/ EMC: Transient Protection: AHD: Power Factor; ConStTUation; Housing: Finish; Lens: i t etrJ Information CCI: H� - 30 lbs (13,6ki 1180 1 i' lbs (7..7k Ham - 30 lbs(13.6k' HeP - 32 its (.4.5kg HBC HAD - 22 is f 10kg) 11 1 ribs ri - 36 160 -1 H1P- 37 (17k 13(4`!N1T �} (2 5/16--18 x 4715" 5" Lti�JC 1'e' (3.5m) SIGOIN Power Card I Universal Inputs 100=277V Az, 50160Hz 347-480V AC 501601-tz See table .1CC Title 47, Subpart 8., Section ]5„ class A device. RF Immunity; 1 OV/m, 8O(Hz- I GHz Has proteatior} devices rated up to 6kA, Tested Grath 6kV/2 ohm combination waver°, as per IEEE 062,41, line -line and ltnmgraundi 15% (277V AC) > O9 Powder coated duminum Polymer / +pow powder coat gray PAL /040 for superior corrosion rosiStonce Polycallaor ate - UL 1598 598A wet n Tempered gloss >70 5,000K coal white) 4,000K (neutral white) X t values t pIcal unless otherwise stated Al..., (Lumen values are typical (tolerance +/- 10%) ji . HBC -40F to --149E (-40O to -40F to 1131F f-4 toi- 55C) H81 i ► ) i-IBP -40F to +149F (-ACC to +b5C) n on ,,) , r , is HBD -40F to +140F (-40C to OF to 104F FIBF + 60C) -4 -,- U4-4 . to i ICC) -,„1i!i,rt71:111i.i' 2.t. K."'r1I II1,'1` t 1ft r 'rl,.. u.i;.;i.`JdA► Uri -4' ,r i , :I;1II~"C Till ro i,,l:+.t'rwy.y-'_-. UFO `i "' It. ...'.,L,Ii I HBO -40F to +1491 (-10C to +65C) -40F to 4- 140F (-40C la ;-40O) HBF wvotv.de light,c r 1 CID FIG I a SafeSite® LED High Bay Ordering Information HID C4 -T OYR 118DGCIMN HRC9CMN HBD4N HaD2C4N HBC9C3N AIB/C/D `! A/R/C/D O/D C!D A/8 /C/D L_ C/D, HBF2N HBDGCTN HBDGC@N HI1O2 5N H BF2C5N HBD2C41Vi HBID2C6IVI. H BF 2C4 1 H8F2O5M 1-IBF 3041 HBP 3CbL HBD3C4L HRD3C5F 1 'ail'•I 1 '1' A/B/C/D C/D Ala/CID A/B/C/D A/B/C? A/R/C/D ALB/C1O AIR/CID A/BIC D A/BIC/D Afi8/C/ D A/B/C/D A/B/C/D E/f/G E/F/G E/F/S E/F/G ElFiG F/F/ FIG FIG F/G FIG F/G F/G F/G FG • S • • f F/G F/G • • FIG L FIG FI.G I F 10O -277V AC 100-277V AC 100-2 7 7 ' AC 100-277V AC 100--277V AC • • 347-480V AC 100-277V AC 8 4 7-4 BCV AC 100-277V AC i F/G FIG • a HBC9CIN C / D FrBC9C6N HBC9C3M CID CID HRC9 C6 M1 l-IB 9C3 HRM9Colv1 HBPQC3M HBP9C6M H BC8C3G FMBCBC6G CID r CAD CID CIO C/D C / D E/F/G F/G E/F/G FIG E/F/G FIG EIF/G FIG EfF ' E/F/G [/F/C EIF/ F/G FAG F I F I t • 347-480V AC 100-277V AC 347-480V AC 347-480V AC 347-460V AC 347-480V AC 1C10 -2/7V AC 347-480V AC 100-277V AC 347-48W AC 100-27 7V C 347-480V AC 1 00-2 7 7 AO u I Paint Spra) Booth Point Spci Booth Group B Hydrogen only Glass Glass Glass I CW 25.000 I 1O00 Glass Polycothonote Grass cw F'OryCorluonote Polycarbarrate Polycorbonate Ptly carbonate I Ivcorbonote Palyearbonalee Polvicorbonate Ptl.arbrd11e Polycottionote Poly carbonate Glass Gloss Glass Glass Glass Glass Gloss Group B Hydrogen only Gloss ,loss 103 170 85 ON 14,000 146 96 c 12;000 cw 110 1030490 146 146 146 82 76 68 17.5OO 1 72 14.500 161 90 ON 12a000 161 75 120000 161 75 ON 10,500 146 72 c w 10,600 146 72 CW 14.500 c 11,000 162 68 96,600 CW 94500 C w c cw 9,500 9,500 146 9r500 C 5,500 CDa. C/D E/F/G FIG j 347-480V AC Mess C Models shown are cool white, los neutral whre models replace the Sin character with an f HBDGCMMN bocarnes HEIDGEININ For Dlsalight's complete kat o0 DEC qualified products; please click this link; vomf.d al t.corn}' tsi a indT s•ttsfl:C_ " rl_I urnber_p$1 xis 50500 146 137 40 137 40 w.,c'1o[i ht1corn SafeSitte LED high Bay Mounting Options & Accessories tl ■ r I ri I F No Part Number FB1 HIBXW2 HBXC l H--IB CG HBX-DUAL BACKT Pendant Mount (Conduit supplied by installer) Wail Mount &Nivel Bracket and Cable Gana Ceiling Mount Cable Gland Dud brocke Conduit suppIIed by Installer Jterriction Sax Fixture Hanger Cover Rigid Pipe Sweep Swivel Bro okel Bracket to fixture hardware Cobb Gland Junction Box Fixture Hanger Cove; 3" Rigid Pipe Cable Gland Junction box & cover 4 0 • 0 a • 0 C ,.a ti ' HBXCG Cable Gland l Cable- G!anici HL W2 Swivel Bracket and Cable Gland Swivel Brock` Cable Reducer Bracket to tbdur Gland i (3/41s (1/2") to ' hardware 1/2") • www ialight,coal. SafeSite® LED High Bay Mounting Options & Accessorios HBXW1 a Wall Mount 1 I 1.23 P85.241 }-18 C 1 - Ceiling Mount HBXW2 - Swivel Bracket and Coble Gland 00.27 sT 150-1 Mtg, Hole Ulortioi Dimensions I 4. 0 1114.301 let% 34 71.b8J n &407 [I54.1B] HEXCG Cable Gloncd 1 (127„COI I 16,00 [406.401 10' 13.04 C-naL€ GLAND 2.00 I50.8C1 3.00 1/6.20] Dimensions In Inctthjs f cnrr,? H L 2- Swivel B ro c kel } T 22 754 [57 7Sol '1 r Sib 1f 1c 765 I[425 84I I Diener Aons In inches [r nm D[ 01 mare s. the rlfhl to mom CjicSogkei of any b me in e'er fo suppiy the bost pso uc1 possible, The most Curren$swei.s1on o fits trnQnl ,wwll? atways be crtioliobie. nt viww,c1 aighter.xn/Asielltiochulesivicli_CoirologaurnInatIonfiyIDICHZCHB001.pdf Stroemeri C FF FOR THE viARRM1Y EKPRESSIS PROViDED FOR t E(EINtMOVEI ELO n DIALIGHT OiSCLAIMS ANY AND ALL CTHEP WARRANTIES. EXPRESS OR IMPLIED. INCLIMG...WITHOuT 1.1t+11(P A, ANY WARRANTIES or MERCHANTABILITY. FITNESS FOP A -PAPICULAR PURPOSE, POSE, 11111. AND. NOMNIERINGEMENT. www I lgn , J N1UiFH2CH8D01_M Safesite® LED High Bay for indoor and Outdoor Hazardous LocatFors ar-----alliOlli II ... dilk . or ill A 1 1 4 i • a S DM It X X R- n --jjJ}Jr S. n Patent Pending a 9 S •sal • 0 V SafeSite® LED Area Light far indoor and Outdoor Hazardous Locations SafeSite® LED Area Light About Ddallghl Dicilight (LSE:: DIIA.L) is leading the energy efficient LED righting revolution around the world fa industrial and hazardous areas as well as transportation and Infrastructure appiicarticns., For 40 years it has been committed to the development of LED lighting solutions that enable organizations to waastly reduce energy use and maintenance needs, Improve safety, ease disposal and reduce CO2 Ternis:sions. Value Proposition • Gmprave safety, color quality • •Ir pprove temperature rating paling) ▪ Lower total cost of ownership, quick :ROI Lower energy consumption by > 50% • Significantly reduce CO2 emissions li or . at a Glance 1936 -, Diolight founded In Brockyn, NY 1971 4 LED Circuit Board indicator 1994 4 LED Transit Vehicle Signals 1995 LED Tragic Signals 2000 -3 FAA certified LED Obstruction Lights 2007 -4 LED Lighting tot Hazardous Locations 20D' - LED High Bay Fixtutcs 20) 2 4 Fall performance 10 -year warranty :4,013 4 Centrals for LED Lighting 2014 4 125 Lumens per Wolf SateSde LED lighting far hazardous locations Du'ro Sfle • LED lighting for general Inclusiriai locations Vertically Focused Regulated Primary Markets • Oil, Gas &. Petrochemical • Power Generation • Mining • Chemical • Pharmaceutical ▪ Water & Sewage 1.1 Foal & Beverage Secondary Markets .. Manufacturing • Warehousing • Cold Storage • Data Centers View the full case studies at Diamond Pet Foods - w,cl c*ght,corn/new 'detalls/dlar d oet_foods_case_stuay LANXESS - VAVW.diallght,ao news/d of LA E icase_.study MedSafe - = ialightraarr tnews/detallsIrnealsaf$_ca _study Fealuires & Benefits 170 r t cJ for >1001100 hours @ 25t 6 year Nisi perioprnan 1e liwiran I`+ .sfont on/off ooeratbri up- for color onciering index orriucyed la HPS„ LPSA MV ercury free Resistant to shack and toinrot'pon II Temperature compensation technoly for longer life fr Factory sealed Low r toiling compared la traditional fixtures Wide Throw (Aisle Way) optic model available wr,dliai ght, corn II Potent Pending SafeSite® LED Area Light Class I Div. 2 Y [24451 1D4 t2701 6.6 169] a 1' III! 0Iill I1% i47 T 7._ Lwltaalry.r 0I • 2,0 151J. Lt i [br4i 4 PLACES Ilitrlity '5? v 4 114 IIlm i 3/41' NPT REAR ENTRANCE Dimensions lint incites i17 m Certifications • Class I, Div 2. Groups A, B, C. Di ■ Clams U Div 1 • Class lit Div 2 • Class Ill, Div 1 ' Class Ill. Div 2 • Ut 844 • UL 1598/A • 0SA 22,2 ,2 No, 137-M1951 • ABS Design Assessed: I ] 2_H8942957-PDA • 1P 66 • N+.E rm 4X 4 lennpeiali,ire Pathos tent Temperature Ildrinte Ambient Temperature Runge. 41O Terilperalures Code 151'emperaturetCode li -40'T to i 1 49°f {_40t to +65°C) -40GF to +113°F (-40°C to +45°C) M - ;I, Ill. The SofeSiteei LED area light represents the future of ene-gar efficient \ tcioiiiity illumination for hazardous locations. worldwide, The Class Ir Div 2 LED area lighting fixture consumes of least50% less energy compared to traditional HID light sources, wild reducing maintenance and carbon emissions, This light Incorporates both cutting edge LED technology, along with proprietary optics to achieve area lighting comparable with other traditional light sources, Whether your application is in a re r ery. all platform, Gnomical plant or any other Class I, Div 2 application, this fixture offers improved performance across the board, echan ict l is foirricris?n Fixture Wight: Shipping eight: f► ouiiting Cabling: Elealrroat sra c'ficoltons Operating Voltage: Power CQnsUmpiian: Operating Temp:: Hbrrn+c c Ios: Noise Requirements/ EMC: Surge Protection 100 - 277V AC 50/60Hz: 347 480V AC 50/60Hz; tpy■F10 100 - 277V AC b0l5af ` 347 - 480V AC 50/60Hz: Power factor:. Con:1ruc hen l towing; Firfish, Lens. II I Photometric inromi.olion 1dl: C '1 Standard Optics/ 1ES flies: 1 lbs id_ kg] - Polycarbo ale lens models 12 lbs (5.5 kg) - Glass lens models 12 lbs (5,5 kg) - Ft ycarbonate lens models. 14 lbs16,3 6 3 kg) GIB lens models 1 Threaded 3/4U NPT rear (Units with retrofit adaptors also cvoiluble. 1 10'13.5m) SCOW Power Cord 100 - 277V AC. 50/60 Hz 347 - 480V AC, 50/60 Hz See ordering information -4D F eo 414,11 (-40QC to 65°C) IBC 61000-3-2 FCC -Bile 47, Subpart B, Section 15., class A device, RE ,r nr°nunli , 10V/m, 80MMMHz.-tSki 1 kV line to line 2 kV line to ground 6 kV line to line 6 kV line 10 ground <20% ke 20% 0.9 Powder coated copper free aluminum Polyester/ / epoxy powder coot gray PAL 7040 for superior corrosion resistance 1ZD _. Hard coaled polycarbonate (or glass) R71 - Porycarbonate with antistatic owing 10 5,000K (cool white) 4.000K (neutral while) 181r* forward Inrow 360 circular pattern Witete Throw (Aisle Way) pattern Avairable upon request Al Vc hues typical unless othenivise stated All Lumen 'tallies are f loot (tOIerance w-/- 10%) w"� vwdlialightccm 3 j Potaerai Pending -c j4 1ti .7.70311 JJ SafeSite® LED Area Light Class ± Div. 1 ! Class II Div. 10.7 [2721 z 9.7 V. f246 e- 1+ 5,5 i1413) II I s a fier S ear: S I I 640 i 11521 1 41/46:2,1”-' h 44441 II. 4 0 r i4 I., 1 1 rh,*rhi --I:14 _, t , ' 0.211 .4 ■ I ■ .. ■ 46140 I . 11 • I s- 0197 151 Dimensions h Inches mini Certifications • Class I. Div 1. GroUps Br Cr D • Class lit Div L Groups E, FIG o LIL 344 ▪ UL 1598/A • CSA 22.2 No. 137-M1981 i CSA 22.21,4o. 25-1966 ■ MS Design Assessed: # 12-H15942957-P'DA • IP' 66 a NEM'A 4X: Temperature noting Arrbierr fernoerolure Paige Ambient eimperatuue Deng T4aa. Temperature Code lb Temperature Code -40PF Ic +149°F (-40°C to +65tI. -401 to +113°F (-4C to +45°C) sts -• The Safe& te® LED area light represents the future of energy efficient focility illumination, for hazardous tocallatis worldwide. The Class I. Div 1 LED area I'Ighting fixture consumes at least 50% less energy compared to trcdtionol HID light sources,, while reducing maintenance and carbon emissions. This light incorporates both cutting edge LED technotoc along with proprietor/ optics to achieve area lighting comport:tie with other traditional Itght saural Whether your application is In a refinery, (Ai platform chemical plant or any other Class I, Division 1 application, -this fixture offers Improved perforrnance across the board. tv16 chunic0I IntorrnQIIQD Fixture 'Weight Shipping Weight; Mounting: Cabling, Eleclilccal speclticcaiiorrs Operating Voltage, Power •ConsurnpiIon: O rating Temp. HaarrnN nics: Noise Requirem.enls/ EMC: Surge I:"rr?lectiofl 100.2 277V V AC 0/oOHz : 314.7 - 480V AC 50/6014; 1111 1Q0 - 277V AC 6,0,[60Isit: 347 _ 480V AC 50/6ONt.. Power Factor; Constiuc tlon H'Qusi rte►; Finish ; lens: PhotQrnelrlc Int iota rl Ccl Standard Optics: 1ES Piles: 14.5 lbs (6;58 K9) 16.5 lbs (7 AA 3kg IThread.ed 3/4* NP'T rear 10' (3,5m) SOOW Power Cord 1 GO 277V V AC, 50/60 Hz 347 t 4eav AC., 50/601 Hz See ordering information 4O F to +149°F (4O t to +65°C1 IEC 610D0-3.2 FCC tilde 47i Subpart 0, Section 15, doss A device. if immunity 1GVInii, kV One to rifle 2 kV One to ground 6 kV line to k e 6 kV line to ground X20 <20% >069 Powder coated copper tree aluminum Pub/ester I epoxy powder coat gray RAL 2040 for superior corrosion resistance Gassss 70 5.000K (cool while) 4.000K (neutral whi1i a 180'1 forward throw 360° circular pattern Avalbbie upon request All values typical unless otlr rwtse state Ni Lumen Values Ore typical (tolerance +/- 10%) 4 www•dlalll ht.com Sa4eSife LED Area Light Ordoring information C1D2 COf 1 d FD2 CHID} GIHD 2 HZDFCZ$ FRZD9C2G FIZ.D5C2G HZ1D3C2G 147D1C2G HZDFC2N HZD9C2N HZD5C2N H71)3C 2 N 147D1C2N HZ08C2G F QD4C2G }4ZO2C2G HZD0C2G HZDEC2N HZO2C2N HZDW 2N HZDSC N i&r optical patte►n rnoda ore wed for as 45" mounting argyle 'lit numbers (fisted in the above tie are cool white. For netrtrot 'site friOdei ice t e 5th chraracter with a Ex; 1-17F2 1 becomes Wl 2 N ',Ail lumen vckes ore typical Itoieronce -11- 10%) `Put Nun -bets listed In Me above tobre ore 100-2?1 VAC, For 347-480 VAC rnoded reploce the 6th hQroct 'ih ! Ex: 1141f2C2N cr DIc g' 'S cornoiote Itst at Die wowed products„ please click this link vown,dolight.corrvAssetsiNews AndSvent.sindt pariaNurnterystis Vollege floss I, Div 2 Fl4t1tes - 100 - 2?7v Ac 100 a 277V 7V AC 1 -2/A AC 100- 277VAC 100- 277V AC 100 - 277V AC 100 - 27AC 27Tv AC AC 100 - 277V AC 100-277VAC 100 277V AC YQ-2.r7VAC Polycarbonate Polycorbo n cite Po Nice rbcnctte P carbonate Polycarbonole Polyeart onate Iii carbonote 5X100 48 Ted 5 wr,di light corn SafeSite® LED Area Light Ordering bforrnation Number CID1 CED2 CIID1 CilD2 CIlel f Oil®2 Voltag GiOup B briReal Lens !CT Lumen Wfurl age LPW Coss I, Div 2 I Class fl, Div 1 I Class II, Div 2 / Class ill, Div 1 1 Class lit Div 2 Fixru, es - 100 - 277V AC - - HZFFC2N • • • 4 . ' 1 - 277V AC 360 P+ Iyaarbonate l; CW 6, 750 69 98 HZF' 2N . a 100 - 277V AC 360 Palycarbonate CW 6,000 58 103 HZF 2N • a 100 - 27IV AC 360 Polycarbanate ON 5,000 48 104 HZF3 M I • 4 1. . 100 277V AC 360 Palycarbonate CW 4,000 38 105 1-I F 1 1 4 100 = 277V AC 360 Polycabonate ON 2,200 21 105 HZFEC2N ili ' S . . i 100 - 277V AC 180 Folycabonate CW 6,500 69 97 - HfF8C2N • • i • • 100 - 277V AC 180 Polyearbonale ICI' 5,600 58 97 HZF4C2N 4 • - * • 100 - 277V AC 180 Potycarbonate 40700 48 98 I-IZF C2N ,• 100 - 277V AC 130 Poiyearboriolte CW 3.700 38 97 FIZFOC2N 6 • • 4100 - 277V AC 180 Polyearborale O' ` 2.200 21 105 HZFWC2N . 6 . i 100 - 277V AC 'Wide Throw Polycorbonate CW 4,100 60 Class I, Div 1 ,t` Class II Dior. 1 Fixtures - 100 - WV AC HZ E 2N • 6 ' 100 = 277V AC 360 Gloss CW 7,250 69 105 HZC N • 100 - 27 AC 360 Gloss CW I 6,000► 58 103 CSC2N • • 1 - 277V AC 360 Glass CW 5,000 48 107 HZC3 2N it • 100 - 277V AC 360 Glass CW 4,100 38 108 HZC1C2N . I 100 = 277V 7V C 360 Glass I 2„ 200 21 106 HZP9C2N • • 100 - 277V AC • 360 GbssCW 6300 58 105 HZ05C2N1 i. 100 a 277V AC • 360 Glass CW 5,200 48 106 HZP3C2N - • 100 • 277V AC . 360 Glass CW 4,100 38 108 HZP 1 C2N • 100 - 277V AC • 3 +C lan CW 2,200 21 105 HZ EC2N • I100 - 277V AC 180 GIc ss CW 6,750 69 98 HZCBC2N 100 - 277V AC 100 OI s OW 5,7'00 58 93 HZC 4C 2 IN . I 100 - 277V AC 180 Sion CW 4.700 48 98 HZC2C2N • 100 - 27N AC 180 + l lss OW 3700 38 97 HZC0C2N • • 100 - 27 A 180 + l lss CW 2 200 21 105 HZP 2N • • 100 - 271V AC • 180 CW 5,x"00 68 98 HZP4C2N • I • 1100 - 277V AC • 180 Glass 4,700 48 9$ HZP2 2N • 100 : 277V A • 180 Glass 3,7'00 38 97 HZ,P0C2N • 9 r 100 - 277V AC • 180 Gfass 2,200 21 105 ley epticad pattern mocids oro optimized boc e'15' mounting angle 'Part numbers listed in the above toe are cool wh e. For neutral Mile ,model rec lace th© 5th charade? \Oh N Ex; IZF2Q2N becomes HZF2 N 'AJI turnan values arc t}piccl [tolerance +P- 10%) 'Part numbers listed h the above table are 1,0i-277 VAC. For 347-46D VAC ,reel r ka e thr., 6th cbarccter'M11112 Ex: HIJF2CIN For $a11gnrn compiele st of PLC quailed Pr5ducts, please sick this k k; wwrw,dlallghLoom/Assets/News AneJ_Fve i .eePart_I " r 1l kids 6 lemetsitt clic lig ht co ran SafeSite LED Area Light Ordering Information Pail Number Descrilption Kit Includes Sionchien &aunl Junction Box - Gloss I Div. 2, Cass II Div. I, CLesi II Div. 2 HD<STAN 1003 1,OGIP ( 13156 Pale OLD) Slip -Pit Stanchion Mount Junction Bari 1-17XSTAN125S 1.25'° ( 1 t6601 Pole 0 Slip -Flt Stanchion Mount Junction Box w r HLPCSTAN150S 1.50" ( 1OO' Pole 00) Sjip-Fit Stanchion Mount JUncii Box Junction box isk ^i . ¢� 4 'ice' I T f i- '' Pole Slip -Fit Stanchion Mount Junction mounting nor +'or � y HZXSTAN a 1001 1 � " (1315 Pole 00) NPT 1 hr Stanchion Mount Junction Box (requites I' bracket or HZXVI7 p STAN 125T 1,25" ( 1.660'1 Pole OD) NPT Threaded Stanchion Mount Junction Box not included ) InIMAN150T 1.50' ( 1.00" Pole 00) NPT Threaded Stanchion Mount Junction Box PILKSTAN200T 2.003 { 2.3753 Pole OD) NPT -breaded Stanchion Mount Junction Box _ Walt/Foie Moun; Jur c oa Box a cross i Div. 2 HaJB075 Ok75" Ceiling / Wall f Pole Mount Junction Box - — HZXJB100 1,00" Pole Mount Junction Box 1-, I J6.125 1.25' Pole Mount Junction Box Junction box Rai& 150' 1.50" Pate Mount iuncEon Box - - Woo/Pole Mount Junction Gax onid Pnot ell - Claw 1 hlv 2 035' Gelding /Wall / Pole Mount Junction Box - Ott) 120V AC Photocell 11 1 HaJB075PC1 P t Hi7XiBlOCPC1 1,00" Pole Mount Junction Box - wig I 20V AC Photocell Junction box 1 .25' Pole Mount Junction Box - with 120V AC Photoceii 1 �� t r tc °l H ,�B� 25PC 1 1 r5O" Pole Mount unt Junction Box - With 1 20V AC Photoce l l HAACJB15CPC 1 Miount ng BiaKets- . L e 46, 90 onVeS1 HIZYW3 Stainless steel bracket Bracket Aluminum bracket Mounting hardware f-HZXWI ' H ''4 Stainless stool bracket Bracket t with pipe clamp _ _ y Pipe clamp • Frixws i aluminum bracket v iTlri, pipe CiaMp Mounting hardware Safety Cabie kit ai Safety cable kit Mounting 2 Safety 2 Eyelets Hardware cables Ile, a H SAFEKIT IQ; 'a' R y Safety Tubstill9 Mounting 2 Eyelets Hardware nine 0 IL' a -ei It) H7XSAFEIABS Conduit Pipe Clamp Junction Box Seal chion w1dioIlght.com 7 SafeSite® LED area Light Bracket Dmensions HZXSTANXXXX 3 Is Val !,1 - 1 YI 1 AP, I h Cp { yan- -- .1 Ii ". p 1 II KIP J HJB XX and HDOBXXXXXX I ari I 1 ` ) 0. r. J Na` • e r r1�� d. 1 • 21145 L&III, b II. '• • f poi op --a ,•"•!1) r "art Al > M. - d► s th1147Hi n r pr— d. 1YYr II I I:11 I a k 3ffililtreP,O:tegt %Jo in I;II•I lorf `J'• 1rr.171 IL_ 11 i• FIZXV34 HZXW4a HZ 7, AND HZXWB .25" Thick: HZXW4 and HZ CB will mount to 1.5'' conduit and comes with pipe mount clamps, 125 A 2651e.23 Y1 I,a M 25 (6-3.S) r ax p 2s [$_dj 1:00 1251.41 SO (12712 231 a„. s 0 O .53 (13.5[ 0 a k. .. A par 4 5 014.31225157.15i 704 (199.11 i a.Q] (4.6+.2i 904 r i I i 1.38 acn .42 i31 -05i 17611 DOA' r5' i I I in. 7$_ 11211 i ] 19.,051 .31518.511 deallita 100 h15 soot Insicil Me pawn not Ars .871" 0 2311 -.d33 [10.51 to Ni8 pornnasal a1 73 [1,80 I i 415 4,-,11 l4.6 4..021 02M IF .256I 256.616,1951j161.:21 . I . 19 11 s •7 G 2;25 10,151 i f .92 [23141 re it R25 14 a 15 Lan ia1�',11 .5002.7i 2..7I .250 (6.35] I —144 IS '4,a HZXSAFEKIT FEKIT and HZXSAFETABS ilonso 138 13d 9) 0 [0,2. 7j - Z5 lam A- 51 1131 I1O ;37 Qa �2 Ica dI HzXsAFET $E a kiZ► "llv'1 [ 111 I 13 31 1:kur I piccoilly. role.01 :1fX1ilol v lerteniOli. CI,I _ge "II ilci a" 0 A rlu1C' In c ptir/x41' I' iclIelV lab tv :Ia1c, 8 wwwdbli ht.corn SafeSitei® LED Area Light Mounfing Options Retrofit Adapter HZXHAF t Retrofit Options (Available factory Installed on fixtures) DeftotAllon Retrofit adaptor (see chart below for cor npotaSilllyJ i� HIGH Retrofit adapter (see chart below for compatibility) EiDaHKL Retrofit adapter (see chart below tor ac.mpatab l t`') HIXTHG Retratttt d apter (see chart below for aompatabilily) Retrofit wiring box Rehcdt vwiring box Retrofit wilting box Retrofit Ong box tiZOCOlc< a models Can be ordered with factory installed retrofit cidnptes by adding +,ern A, , a G. to fire end of the part number. II.ZDSC2N becomes I lizip8c2Na. For mace infori nolian please refer to wswidiallghticorniassetsibrochures arictparoiogsfiliurnincitiorvnicitihzralx001,pcif Mounting Compatibility HUM' Pendant Ceiiing KPA-75 KPA-100 AF -75 KPAF-1 Q0 KPCH-75 IhH-100 KPC-75 Wall Pendant APM2 AFM3 HPM2 Stanchion !(PWB_75 KPWB-100 KPS-125 i PS -150 KPST-125 kPST=150 Storich 00 0412 CMT 2 T3 JM5 PM5 M curd Q 25 IIZX P'f KL Pen dal, CON Vitali Stanchion VMA2B V2 B VM8 A VMDIB VictiA3B / B3B V DSB I - VMC3 B VM ?B VMF2B VIX$E VMF3B v tt- Pendont Ceiling isiZXTHG Wall 3P 4P 3F 3C 4F 4C Stanchion 3W 4W Quad Mount 6$ 5J wwwCO 9 SafeSite® LED Area Light Mounting Height Lumens Wa?ta::1 i0T1/ Mou'M ilinq H [ghts 7,000 69 1O1 6 000 58 103 5J000 48 104 4, WO 38 105 20200 0 I 21 105 10' Class 14 Div 2 Models Asa-lllumfiance IZD8C2N 180 Pattern ..-- * I'— n - �_ Iq 1 I Iti eit I 4 Examples shown am mounted a$ 20 ft Distance IDt grid is eguai to Mounting Height HZD9 f.d - 360 Pattern = - - .,T- . t I -_ A R . III I ri 1 `ry1 I 5 t.' - -p J V Wimplesshown ate mounted at 20 ti ()arses of gticd is equal to Mounting Height HZD4C2 - 180 Pastern + a a ' I I 5 I. ii N i V M Exam,p!es shown are mounted at 15 1t Distance of grid Is equal to Mounting neighs MOkin Helc9ht 1ie!ill llFC 10 41000 15' 1/78 20a 1, 000 25' 0,640 Mounting Height Multiplier I 10 4.000 15+ 1,778 204 1.000 a" 01640 Mounling Height M olkiphrer 10 2.250 15D 2CY 0.563 251. 0436 0 Candela Plots 180 Pattern Mounted at t • 360'' Optical Paatern 180 Pattern Mounted al 45 10 www,dialight co'rTi SafeSife® LED ,area Light Measurement Data Iso-Illuminance HZDSC2N - 360 Pattern 1 I^I .5 1, S 2 r yu; 4 •} l� f _T 11 Examples shown ore mounted ct 15 ft D stonee of grid is oquai to Mounting Height (H 2C N 180 Pattern I , Ji - r _ -- i r l I - n , i I P i ,c � I a p li r a I Examples shown cue mounted of 10 ft Distarcc of grid fs equal to Mounting Hit I-1ZD3C2N - 360 Pattern lei 1 x 2 Ex spies shown are mounted at 10 tt Distance tit- grid is equal to Mounding Height H ZDVI :21.1 - 'Wide throw (Mlle Way) Pattern pr p p r t Examples shown crc mounted at 10 ft Diftarce of grid is equal to Mounting Height Cvleuntingf Height iuli@afipa 1Cf Z250 1' 1,000 201 01563 2E? 0,360 t 'ounlIn Height but 1l 1131 1,1000 15' 0444 20' I 0.250 25' 0.160 ICJullipiter t'' ounling Neigh! 10' 1,000 15,' 0A44 20' 0.250 25' 0 r l 60 t aur t1r uIIipiier 10' 1,000 5 0,444 20' 0,250 25' 0.160 Candela Plots 360- Optical Pattern d 180 Pattern Mounted at 45 Ii 360 ptic a d Pciaterii Ii 1 1 Wide Throw (Asdle cry) pattern •. -.• M L • i - _ -. r A w� vimw,dialighticorn SafeSite® LED Area light Measurement Doh Class I, Div I Models [so -Illuminance HZCRC2N - 180 PotteEn r2 Si - -- - 3 -2-1 --�-411 L 1 17. t C ply shown are mounted at 20 ft distance of gold is equal to Mounting Illeght HZ V 2N - 360 Pattern i i At L -5-41 i. • 4t' _.-..�s- 1 Examples shown are meted at 20 ft Distance of grid is equal to Mounting Hahn HZC4C2N - 180 Pattern 2 I N —•-7A - — II ._. I a +-- si —I. I r- Examples shown ore mounted at 115tt Distance of grid Is ettuKA to Mouton Heigh' HZC 2N - 360 Pattern I • —a A —'� -- r* — A Y I 1 � i � II I n 1 - I :Kamp es are mounted S t5 ft Mounting IHo1 .1 l r~�IlI; lJ 1 110" 4,000 15' 1{778 20" 14000 25' 0440 Poolouriltrig Height MN.jf lipllet 1D' 44100 15' 1,778 w _� 1 . C tr I_I s �' "? (JIM 4 a PA DU tnllng i-reigh�N i�,irlul, .. lop 2.250 1S I ,OCIC I 2C° U.563 25 CA36O Mounfrit Height IL Multipliet 1cr 2 r 251D 5" 1.00C' 20 - 04563 25 0,360 Candela Plots 180" Pattern Mounted of 4& 360 Optical Pathan -1 —;- -yr - - / 1% i I 1 / 'Y 11 C1 Pattern Mounted at 451 4 1 I II .360 Optical Pattern •11 A Wi I I. I. Distance or grlldi Is eqvci fa Mounting Height pre f t teserves he right to make changes at any time in order to supply tP'fe best btoduct possible l The most current version of this 'www.clialliWitIcomllicsels/Brochuires ssels/Br :hu;res�,AnldTCatal s/IIlumirvinonrMDTFaMzI JAZXCfl1.,pelf document � �aJ� always available at: �� gran, Sialehm EXCt Pl R TILE A E PRESSL � PROVIDED F� lh-IE(�FI►�1r�4�+E�,�BELOVw�]A t�.Gipll DISCLAIMS ANY aiaRD ALL OTHER WrT1ES, EXPRESS OR d 'LIED. INCLUDING, wriH lr mP,RANTEs of toIERCHANTALtiilfft FITNESS ror? A PARTICUtAli PURPOSE. TITLE, AND NON1NFRINGEmENT. Www.diCilight,COM nIvIDTPHZRA724001 G I taught I ,.. .-ti. Pr: Plir"thilk * • 4 ,r. it of J4 a ■ 4 4 as a s 1F. t i at # .1 I Pcj enI Feriaric SafeSite LED Floodlight (Joss la Div, 2 ( 100--217V AC r ain spoon b $ow 101.31 '.18OV AC renodSls. Oleae consult Factory) I I w r a.al ;t s • • • • 4 1 1 4 • . * a a o i • • • • I ,• 4 i i t 0 i in i • s • • . • • i0 006 i i • s • • •• 1 i '• w - 5 i. • i . ■ . • • i • . a* f ! it I ■ r a a a • • O 444414 e a . . . . m S * Wale I P i a a. s• r I '• a- } Yti ii e a - Dimensions in Inches Im 4. Certifications & Ratings Class I Div 2 Groups iokfLerD * Class II, Div I Groups ERG * Class II, Div 2 Groups E,F, G Class III, Div 1 * Class III, Div 2 * UL844 • CSA 22.2 NO. 137-M1981 * Nema 1: • IP 66/67 Features & Benefits F 10 year full perfor ionce vwworranty • LID rated for >100.000 hours @ 25t ambient • Instant an/oft operation Universal Input (100-277V AC. 5D/' OHz or 347-480V AC, 6Dt•Iz1 * Superb; color rendition Index compared to LIPS, LPSE MV ▪ Ie.rculry free ▪ Resistant to shack cirri vibration ■ Temperature cornpecsation technology for longer lite * Factory seated • Isolated wiring comportment * Integral Safety Straps r YI is Mail; !`in,r.itmi)ItIres Pr, 1...y -40F to -I-1491 (-40C to +65C) a"ti The ateSite LEC) Floodlight represents the future of energy etficlenl facility `liornpnation for hazardous applications worldwide. The fixture. consumes at least 50% l'o,ss energy than traditional HID light sources, while reducing maintenance and inip oving light quality. This Might incorporates botch cutting edge LED recttnology along with proprietary optics to achieve flood lighting comparable with other traditional light sources. ragiliatICQP rifOr n a gn Fixture Weight: 100-277V AC models: M 47-480V AC models: : Shipping Weight: N 1 00-27 A.C. models: 347-4B0Y AC models: EPA (Sq. rt) Mourtiling: Entry: Elauesagloal Operating Voltage: Power Consumption: Operating Temp; Noise Requirements/ Surge Protection; Power Factor,: Cc ntliwoPbr1 E. -taught?: 1 OU 7IV AC models: 347-410V AC mead ets: Flnl1sh: lens: Pr ic12rEptrtc Information 'R1:. +ACT: NEMA Patter : IES 27 lb (1? kg] 30 lb (14 kg) 31Ica(14kg) 34 lb (15 5 kg) 0.55 sq. it 304 Stainless Steci Trunnion mounting ting bracket included (2) 3/4 rW1 cable entries U JO -2 V 7 Y AC, 50/60Hz 347-480V, AC, 6DHz See table a409F to +1499F (-409C is +6&C) EN 55015 - concluded and radiated FCC Title 47. Subpart B; Section 15, class A device. RF Immunity, 1 UVim, BDMIRz-1 GI-Iz EN6100a-4-5 Vertfi'ed up to 0KV 2chw 415 of an Independent lest laboratory Protection devices capable of 20kV < 15% typical} [<20% maximum) > 0.9 Die cast aluminum Sand east aluminum Polyester / Epoxy powder coat gray 7Q4C for superior corrosion resistance Tempered gloss JQ 5100►0K (cool white) 7x6 -Asyrnmettical (140t x 115' ) 6x7 -Asymmetticol (115Q x 140'i 6 - Very wide (115) 5 'Wide (93'1 4 Medium (521 - Narrow (231 Available upon request AO vouss typical unless otherwise stated Ail lumen value are typical [tolerance +/- 10%) "I www.dlQhh ht.corn SafeSite® LED Floodlight Order Codes FLD2 P 6N N MG FLD267NC2NG F1 266NC2NG FLD 55N O2:NG FLD244NC2NG Eli 222NC2NG •1 Asymmetrical 0140' x 1151 Asyrnmehical (11V x 1401 Very Wdef1151 Wide (`''31' _.z. . m1. , h I1, 1 I 1' Cool 'M.° Cool Cool White I. CAIIIr "'J01[`e1+i Ilrr"slxM ` . r 1145O0 111500 11,250 109 109 109 FtC 276NC5NG FLD266NC5NG FLW255NC5NG FLD 44N 5NG ELD222,NC5NIG ft Medium (521 Narrow (230 Cool White Cool White Cool 11 ,000 1O,6OO 10,750 Asymmetrical (1 x 115') Very \ (115°) Wide (931 Mediu (a21 Narrow (23¢1 Cool Witte Cool Mite Cad Whfte Cool Mite cool White 11.ib° 11,250 109 105 105 103 101 109 109 113 96 99 105 113 103 1040OD D 100000 112 101 112 96 10.000 112 99 Port marten Weal h the above tnbre care powder coated gr. For bronze powder coat replace 1> 1 C1th charade; WILL FLD2444C2thip becomes FLI324141 For Olollgtirs complete list of DLC quakfned products, please click this ,dtallghtcomi0LC Asymmetrical Field angle 14Cin Ti 15t Wide Field ante = 9& OptIcal Pa Asrnmetrical Field angle = 115° x 140-' Medium Held angle = 52 Very wide Field and 115r Narrow Field angle = +..di ligh .cor 2 i _ SafeSitee LED Floodlight — Mounting O•tions Part ,N •u'rnbc_-r HZXSAFECBLS a FLX-11PT-2ODB Solely cable Kit !'. , ..i �.� Ml�"d •�i"�.,W`.i. � tr �i" d 6r. r''i.C1�.�iiiitiiLi, ;� t Tenon pole topper, 2-3fSu mount HIXSTAN1 iOS I-W(STAli 1 2rS 1,:oo (1,315 Polo all SLi -;FNi StafiChion Mount Junction BoX 1,25' (1,660° Pala OD) Slip -At Stone:lion Pv1aunt Junction Box HIXSTAN15 1,50" (1 ,90Cr Pole OD) Slip -Fit Stanchion Mount Junction Box 142XSUNZOOS 2•00' (2.37t Pole OD) Slip -Fit Stanchion Mount Junction Box HaSTAN100T 1. 4' NPT (1.315" Pole OD) Threaded Stanchion Mount Junction n HZXSTAN1 1251 Stam--=ympa. alma= 2 Solely cables Tenon toppers pole set screws,, and mounting hardware 1.25" (1.66(Y' Pole 0D] Threaded nchien Mount Junction Box Junction box Mounting hardware Cable gland HZXS N1501 MO' NPT ( 1.900" Pale OD] Threaded Stanchion Motant Junction Box HASTAN 2 (JOT 2.00" NWT (2.375" Pole OD) Threaded Stanchion Mount Junction BOK _ 'Brackets and Adapters below require either Tenon Pole Topper (FIX-1TPT-..20DB) air Stanchion Mount Junction Box (HZXST 200S) to mount tloadiNght. Tenon Pole Topper and Stanchion Mount Junottar( Box sold separately. a. N. - sr a —4 7 "I -a W- r ---^-tit v. r Ti. r .r. $ a (a L t Pannf :i v i 1a-saame.... densau.� 7 7111 tis,fer— I i Q I E - i B-2ODB FLX-21BH-200B FLX-3LBH-20OB FLX-4LBHI-200B Right Angle mounting bracket for -3/8" light mount Bull Horn for 2 lIghtsd 248" mount; 26" spacing Bull Horn for 3 lights, 2-3/8" mount 26" spacing Right Angle Bracket IP HUH Hain Pole set screws Bud Ho-rn Pole set screws FLX-4RBH-2008 F L -2 RSR- UC)B Buil Horn, for 4 lights, 2-3/8m mount,. 26 spacing Bull Horn Pole .set screws Buil Horn for 4 lights in star configuration, 2-2/8" mount, 26" spacing Round Square Round bracket for 2 Pightl 2-3/8"r mount, 26,,, spacing Bull Horn Pole set screws FLOC -3 R, -2B Round Square Round bracket for 3 lights, 2-3/8" mount, 26" spacing FLT-- tRSR-2005 FL.-3RPA-2ODB FL.X-4RPA-20DB r Round Square Round bracket for 4 lights. 2-3/'8'" mount 26" spacing Reducer for 3', OCR round pole top to 2-3/5" light mount Reducer for 41 OD round pole top to 2-3/81 light mount Bull H crn Pole set screws Bull Horn Pole set screws Bull Horn Pole set screws Reducer Pole set screws FLX-1 A-20 8 internal tenon adapter for 4" square top to -3181 light mount Adapter • FLOC-5SPA-20DB rnternal term tad'apter for 51 square pare tap to 2-.3{8' light rent Adapter N Fly- SP -tog Internal tenon adapter fair '" square pole tip to 2-3/8" light mount Adapter 'Tenon Pole Topper (FL a11PTs2ODB) or Stanchion Mount Junction Box (H STAt 20OS) sold Separately, 3 aPS wmdtalught.corn Safe••Site® LED Floodlight Mounting Options Q O I ii 0 eP 14. • u • a fl i k3 Product shipped with tarackei inked (E r'ccr ri hos locking positions al O" (±) 2215-1. {±J 45 t J 67 f5 ct aril 901] FL -2 L6H C Db Dimensions tt o0II2i 7V AC models shown bel!ow1 Eon 347-480V AC models. please con5ulit factory) I Y• e 1 1• n s ♦ • e• 1' Y 1 4 2: a _ • • . M • . a J 4 ' c o q Wi ! 7 ! r s r . 4. 07.4 e • e ..•.0.r 1 1_ •• ` * ".s ?444v avers sa -a r a a . i its r rer t •react/' 46 ie 11 35'3 18971 P l 'at I 1 39.5 ill 003) 26.0 [660] • R 1 1 1 • 1 1 I.-0- Y a Ya ▪ a a , 1 1 to ". .is is -St ` et • a . •` _ 4• ♦ - I ♦ l B ar1 r II • a s # Y F • i • 8.) • a (222J Dimensions In inches jr111 FLX-1 ' B --20D8 Dimensions (100-277V AC models shown below. For 347-480V AC raclals, please consult factory) 295 [751 ] r 13.5► [3431 tea.. : F • µ - k t s III TT Y 1 s 1 ' 1 _. It / • a Y Y i s '71 1 F 1, 44 ' - r r 1C • fi---11-II 1 r 19.2 0871 - 1 7.O [17BJ ,I P Dimensions In Inches 1rnm] DIaIight Wrierr►ai y t I V S I I e Ft. -1 T 1- QDB Dimensions (1 iD0--277V AC models shownWOW' for 347-2160V AC models, please consult factory] 1 23.7 Ico3) p a 13.5 0343] 4 4• v* t V• M ■ * w or i 4 4 0 a v* is a a1 "small d >* Y eastt w IN is a 5 s s Ali ■ 42 n 2 aM at '* ! . • ■ ■ . a s s • • a 6 6 S •1 T a • a g • a r u • r "a4 Maspe •a$4 6¢ A 4,4 [i13J' UllunerGuriti In Inches mm Factory Installed Mount rig Bracket Dimensions (100-27IV AC models shown below, for r 347-480V AC mart's, Nome consult factory) 4 Io'UJ(121, 9) k- 3131 51 i L VIA a." a --=_ Iam .i M .- .IV i -rFem r• aL 911141i 53 f 5J a -i ' J i r V S per EAftiataiCE Fick 144` &m: r a44 0 l : tlM,3 l rLtA ieVIKE P0It B!U.T5 Dimensions in inches trnirni reServes the lit to rnuke changes of any time in aide! to supp y the best product possible. The most current version el ills document wall atvitaVs i -oua lal leat: rvmdialighLoo Assetsll3rocnures_And_C tcl s;Attu) InotionNOTSSCdDlIFLXl 01. if ry Slatomont: EXCEPT POR IHE WARRANTY DOPIESSiN PROVIDE') FOR (HE IN lWABOVE EL 'V 1 DIAUG T ISCIAI S /Off AND ALL OTHER WARRANTIES. STIES. EXPRESS OR INIKIED„ INCLUDING. valour LIMITATION, ANY WARRAN,1.11ES OF MERCHANWSJIY4 FITNIES$ FOR A PARICULAR PURPOSE, it, _ LE„ AII3 NONINFRINGEMENE vAvadialight.cOm MC?Tf$5CIDIIFLX001 G en YI v2 r, cot a �I a I.a. a 2 CI 0 a F- B 0 a. 1 I I>1 Ip to Y 1Y i 1 I 40' II SLAft: a"=4U —b $1 B* PLOTTED 24'x36' W CFP a 4 ' 2a 5 r1 u u 2 z_z Z. r i UUGH11NG PLAN I assmommmmw.we BOUNDARY , y' 1 VI cDa- tae• -d-* TMasaP — -e x N' r T Ti Fr I t- 1. fi ra-s-- am steal 04f -p --v x +a f I USA .1104,'Natlilt Li0 _ x{r� 6• crittPAS FENC W./3 STRiA oa r p ..q x I L x 6' cr- NLINK FENCif trig 41RAtp OF HATT? WNa'E i i i x i 'C i i i i I$A/ wzi co cs IN_ IMMI 1 1 2 01 1 I ail ENTRANCE — ROAD 'ti qtamm_ma a a �- a s a s a a I15R BQLNEMRY 1 I i I 1 a .1 i i r. I L I q I I USFtt 8-xxxx UGHTINC LEGEND: EMALIGHT, SAFESHTE FLOOD LIGHT. 107 LED FIXTURE COOL WHILE COLOR. 22 IBS, 13_3"WX13.8"Lx4.5'D NEMA B (115" VERY WIDE) CLEAR TEMPERED GLASS LENS. IXALIGHT. SAFEST E AREA IJGHT - GEN Ir, 48 LED FIXTURE, COOL WHITE COLOR, 14 POUNDS, 10 6"Wx9.7 1.x6 6-D CLEAR GLASS LENS DIAUGHT, 5AFESITE HIGH BAY,. 135W LED RXTURE. COOL WHITE COLOR. 22 LBS, 16 25" OUTSIDE DIA, 3.9' 'THICKNESS, CLEAR TEMPERED} GUts5 UEAIS. UODh71ED ON 3D -FT POI FS * ALL FIXTURES SHALL BE SHIELDED AND MOUNTED AT 46' BELOW HORIZONTAL, TO MINIMIZE GLARE OUTSIDE THE PROPEF'- LEGEND (E) = ExISTIhIG (N) = NEW IDc- IItt IAI,WCI0TV - 14W 107 - 11GP OPERATING COMPANY, LP WELD COUNTY, COLORADO MILTON COMPRESSOR STATION USPL8—scxsx LIGHTING PLAN DRAFTED BY' HR DAZE *i i117 CIEKED DAY: ram SCALE: AS Nam DATE 7J12{1e afl 6SLED RR NAPE c€YEP *PR1WAL 6Y: NO PM e1 DESCAPIEN 5 6 10 11 i2 13 1r 1.5 16 17 14 21 V-. DWG NO_ Grz ISSUE A. 24 .25 25 27 111 3 LUMINARY SO•EDL LE SYMBOL DESCRIPTION VOLTS ,QUANTITY MOUNTING AREA CLASSIFICATION MOUNTING DETAIL MANUFACTURER CATALOG N{1. INPUT VA 0 PHMO CBI AR APPLETON, APLPC120022 - " GRI = GROUND FAULT CIRCUIT INTERRUPTING WP =WEATHERPROOF XP = EXPLOSION PROOF, CLASS 1 MV 2 AR 120V2DANEMAS TDB - L80 $ TOGGLE. AS REQUIRED IVQRY/WHITE. SFEC GRADE, 0,15"ENIT -I- 12AWG aiSTRNDTHWS HO► IERUN, 444" GS BOX+PLASitR RING+SS COVER PLATE 120V 20A AR - 1 - - S TOGGLE, SWAY AS REQUIRED IVORY/WHITE, SPEC GRADE, Oi.75"EMT t 1.2AWG CU STRNDTHWS HON4ERU I, kW GS BOW LASTER RINGtSSt OVER PLATE 120V 20A AR . v E)IAUGHT, 5AFPSTTEHIGH BAY,13SW TED FIXTURE, COOL WHITE COLOR, 22 POUNDS, 16 25" OUTSIDE DIAMETER 3.9" THICKNESS WAR TEMPERED GLASS LENS 20811PQ IS CIAs 1❑IVISION 2 GROUPS AA C (3 DETAIL475 ON DWG CI -03130-02-1452 (NAUGHT HBDGC4 N 1' ' 1 • OIAUGHT,sp. T1EFLOOD LIGHT, .107W LED FI)C1iJRL COOL WHITE COLOR,34POUNDS,13.8YVX132'Lx+7.5'D Nam 6(•T•s" VERYwhoE) cif AFt TEMP EREO SASS LEFTS 2089 5 MOUNT 459 WITH VERTICAL (LASS 1 DIVISION 2 GROUPS A, 13, C D DETAIL 03ONNDWG D-03130-07-1451 DIALYGHT 1LD266NCFNG XA7 IF -2 STANCHION, PER DRAWING m` DIAUGHT',SAFE'_SITEAREA LIGHT -GEN II,48WLED FIXTURE, COOL WHITE CQLJDR.14 POUNDS, 14kb'Wx S.7'Lxix6"D CLEAR GLASS LENS 2459 21 90° DOWN CLASS 1DIVISION 2 A, 8, C, 0 El- D �1 1400 DIAU HZDSC2N 48 LF-3 MI IF -4 COOPER UGI-MN G EXITUW SURE LIGHTS DX SERIES, HAZARDOUS LOCATIONS 120V 6 WALL, CLASS, 1 DIVISION 2 GROUPS 4,s, C, 0 DETAILED` ON DWG D-03130-07-1452 NIAANUFACTUI R INSTRUCTIONS COOPER UK 7 i7 R WH SD HAZ LASER (tEY CHAIN USED TO TEST) UXPKA ilf2'I PENDANT" MOUNT ADAPTERi .-I ,{ COOPER LIGHTING EMERGENCY LIGHT, SURE LIGHTS LIELSERIE5,2 @ 12W, HAZARDOUS LOCATIONS 1213V 2UA 5 WAS �1Q11f151L�14 2 GROUPS A,B, C, D DETA I L 08 ON DWG C�[?3130�f 7452 MAN UFACTURER COOPER 4JEL1�1�1i5t?HAS LASER {KEYCHAIN USED TOTEST) 24 LF-5 INSTRUCTIONS UXPKA (1}Z" rat DANTMOUNT ADAPTER). ` ' ' ` LF-6 GIAUGHT, SAFESITE HIGH BAY, 212W LED FIXTURE, COOLVWHiTE€OLOR, 22 POUNDS, 16 25" OUTSIDE DIAMETER 3 9" THICKNESS CLEARTEAIIPERED GLASS LENS 203V 14 PENDANTGROUPS CLASS 10IVISION a A„ B., C, D DETAIL04 ON DWG 0-03130-07-1451 DIAUGHT HEON C4PN-SNG 212 fl1 9 FLLIOKESCENT.4FT, 2 LAMP, WRAP A13OLJPJOT1+Pf ELECTRONIC BAI1AST 10 CEiLIN612'AFF UNCLASSIFIED DAYBRIGHFHWN-232-12-E6 60 IF -7 CIIAUGI-IT, DUROSITEARE4 UGI-IT-GEN II, 48W LED FIXTU FIE, COOL WHIE COLOR, 14 POUR DS, 10.6"WX 9.11X6 6"D WAU_ UNCLASSIFIED MANUFACTURER 'TAUGHT 17 GEAR GLASS LENS 11}84+ 4 1U'AFF INSTRUCTIONS 48 L>`8 - STW4C2G -� NOTES: I REFER T4 AREA GIAca K• + FUJJ ON EIRallIO 1200 a REFER TO PANQL, SOMME. ORA*WWG 1020 FOR CIRwn 3. Al DAIR +MES SHOT. OE WAVED Om MM'OPRWIE LAb5, if Si atiC I,1wF' 5 MIT Sag I E.U- 4 SEE DRAM[ SET 1f51 a 1452 FOR YOIMIT1NG CEMIS 5 MWA1FACT RERS LISTED ARE FOR REFERENCE PHD APPROSED EQUALS NtE RXIPThBIE 'RIM [LENT ARMOR_ THIS DRAV3EEN M war BEEN PUBLISHED OUT RATHER HAS BEEN PREPARED BY ZAP ENGINEERING & CONSTRUCTOR SERViCO, INC. FOR USE SY THE CLIENT Nato IN THE TITLE BLOCK b9LElY IN RESPECT OF THE CONSTRUCTION, OPERATION ,AND MAINTEKANCE OF TIE FACILttY NAMED IN THE TILE BLOCK MD 5NAL1 NO1 BE USED FOR AMY OTHER PURPOSE OR ROW09-480 TQ ANY Mu; phRTY WITHOUT THE EXPRESS CONSENT NT OF ZAP ENGINEERING & CONSTRUCTION SERWIS, INC REFERENCED DRAWINGS DRAWING REVISIONS - clapLIGHTIt��G GODFREY BOTTOMS COMPRESSOR STATION WELD COUNTY FACILITY 35 ELECTRICAL FIXTURE SCHEDULE DRAWING NUMBER 'TITLE REV DEScR1111ON A kTi CI ISS�JEO FOR CONSTRUCTION - EP - KC - - D9/19/17 6, -,---- JOB NQ: 17009 - — Midstream -.• DRAWING NO: D -03135—D7-1430 REvf afliVIRRERINO I Can FORK l'EmnGES. iloc- - - - PLOT SIZE'. ANSI D SCALE! NONE 0 -1Ser P102-23 Vell C REFEREHTJI QRxwlwcs TffLE DRM ING REVISIONS O O O i ft t, .A 0 I � U y _ I9 r+RR- 5 1010# UOC euWIgI= MITH7W RTO2-20 plc COMPRESSOR BUILDING LIGHTING PLAN S 1E. 3fle = 1'-r t941ES; 1 5a:ORO0.+ANG 0304 FOR CIRCA SCHEDULE 2 SEE DRAWING ODD FOR FIXTURE SQ-IEO44E, FOR IFOUNTING TYPE POO WAIL CAILOUi5 '3. SEE ORPWING 1020 FOR PANEL SCHEDMAE 4. LF-4 E IF -S FIXHEES! 14RE U) SALE CIRCUIT AS LE -Et, UNSWRU4EO PER NEC S LF- PETER O3 OCTAL S ON VIAND 14n 6 1F-€ FflAE AT COMPRESSOR BUDINC PORIANR MOUNTED ARCM CRANE REFER 10 DETAIL 04 ON 1454 7. U'-? ON SOE OF COMPRESSOR BLNLOFNG TO BE TORLED 45 MTN VERTICAL A RECEPMeCtE5 Ig 10 BE 2(14. CUl5S 1. W 2, Waif ON UNISII UT FRAM 42' KT IN COMP BUILDING f EIECTWC4_ CONTRACTOR TO PROM( NOM -FUSED DISCQII1ECT 5I4TCH OS -CRAVE (6UM), WI RAIL Mourn 5 AFF PRIME OWE .1a-B0X. AS REQUIRED 11114 TERIRBV_ STRIPS TERMINATE CRANE raRI sax AND *spa Y._FE 7W0 Mar PM Cftf MT SCION . AM %MOSLEMS TO DE 1IM7 MID FoR IU,S 1 OMSIOEl 2 10 LF-S, (QM s} - 000W0tY TENTS ri1 µ44INT ON UMOERSIDE OF 41 440. D M 1F. &COE MEA LO1T - CTI II, *811 LED FIXTURE, COO_ mint COLOR, 14- POWS, 10 fld 7'Lx6 fl MDR MASS LEIS II tF-2: MY: 5) - flOOOLIONT, MOUNT IR6N ON BALDING, ROUELY 1ST. DIMJGNT, SIFESTTE FLOOD IJCNI, ION LEO MARE, COOL WIFE COOLER, 34 POUNDS, IS8"Ms138'lx4S'D NOAA 6 (I IV' WRY six) CLEAR TEWERED QAsS LENS lz-3 (wt 2)- MOUNT UN]FJRBOC OF ran alR Dta,~T THIS °RAINING HAS taw BEEN PUBLISHED RIFF RATHER DRAWING NUMBER HAS BEEN PREPARED BY ZAP ENGINEERING & CONSTRUCTION SERVICES. INC FOR USE EN THE CLIENT NAMED IN THE TITLE BLOCK Sutra? IN REsFFct or THE CONSTRUi:TLON, OPERATION AND NAMENA k E OF THE FAQLM' P4M4ED IN THE TTTLE BLOCK AND SHAD, 14]T BE USED FOR ANY OTHER PURPOSE OR FURNISHED it AMY OTHER PARTY WTTHoUt THE °PRESS CONSENT OF ZAP ENGINEERING & CONSTRUCTION SERVICES, INC. REV DESCRIPTION BY JcHK 4P?D; ElATE EP KC DWU 09/19/17 0 ISSUED roe CONSTRUCTION ■ IrSL'►ARrrum a a ram rrnpclnam SFJIVIC z N6 Cirri Midstream_ GODFREY BOTTQMS COMPRESSOR STATION WELD COUNTY, FACILITY 35 ELECTRICAL LIGHTING PLAN - COMPRESSOR BUILDING JOB I': 17009 DRAWING NO: D-031.35-07-1405 REV: PLOT SIZE: ANSI a SCALE; AS NOTED 0 DCP P Operating Company, LP Use by Special ReviewApplication Milton Compressor Station February 16, 2018 Exhibit O IGA Boundary t.atement The proposed Milton Compressor Station is not located within a defined I GA Boundary, According to information found on the Weld County Property Portal, the doses! IGA boundary surrounds the City of LaSalle and is approximately six miles northwest of the proposed Milton Compressor Station location. MI LIKEN IGA G iL C.RES-T IGA PLAT TEVILLE I,+ LA SALLE IGA Fatal 5.7 1 ml 0 tr' WCR-35 U WCR 40 s I WCR4? 112 C CC WCR,3 CC LI SITE WCIR-36 WCR 34 I ;NCR46 - in O w a Ca 3 DCP" Operating Company. LLP Use by Special Review Application Milton Compressor Station February 16, 2018 Exhibit P Sound Mitigation Plan DCP Operating Company, LP, is committed to minimizing sound emissions where possible and wills ccmpGyt with Weld County nose standards. As part of the installation of the proposed Milton Compressor Station, DCP has developed a sound mitigation plan, as described below, that wilt ensure sound standard compliance through a combination of utilizing newest technology equipment/Tans, and engineering measures. With avaiiable new technology for various equipment, OCR will comply with the applicable noise standard for the equipment to be installed at the proposed Milton Compressor Station. Some of the natural gas processing equipment will be installed in fully enclosed and insulated buildings to minimize sound emissions.. • All of the air compressors will be electrically driven, to minimize sound emissions • COP Operating Company, LP Use by Special Review Application Milton Corn presser Station February 16, 2018 Exhibit Q Community Participation Plan DCP is committed todeveloping and sustaining a Community Participation Plan that facilitates effective stakeholder communications and public information regarding the proposed installation of the proposed Milton Compressor Station. The following describe the objectives and activities that comprise D P1s communication plan. Objectives DCP has identified three objectives integral to an effective community participation plan: 1. Build and Maintain Relations 1:ip . DCP has identified a list of key stakeholder contacts to ensure inclusion and proactive outreach, and to provide a pathway for questions and concerns. • An introductory letter was mailed to 35 households/residents within a VS -mile radius on 1/31/18 in an effort to solicit comment and input, from our neighbors regarding the proposed ivliiton Compressor Stafionc DCP had a neighborhood meeting on Tuesday, February 2018 to discuss the proposed installation of the proposed Milton Compressor Station and discuss their concerns. 2. EducateStakeholders_ Through regular outreach, DCP is currently striving to educate stakehoiders about operating procedures, emergency preparedness, community unity benefits, and industry awareness. 3. Provide O ennes t LOOP iNl identify various avenues through which the local community can access relevant information, and can provide comments and feedback. DCP understands that trust Is founded upon strong, open and accessible relationships. DCP Operating Company, LP Use by Special Review Application Milton ton Compressor Station February 16, 2018 Communication Activities. The following activities will help OCR meet its objectives as stated above: to build relationships, educate stakeholders and provide openness about the proposed Milton Compressor Station activities and issues. This three part approach addresses our local community's need for information regarding our plans and updates related to the construction of the proposed Milton Compressor Station. Neighbor Response Line: [MCP is working to establish a toll free number for all of Weld County that will allow citizens and neighbors to communicate directly with the correct DCP employees depending on the nature of their requests. While the toll free number is being established, the Milton neighbors can use the email and phone number listed below with any questions, DCPColorado D PMidstream . corn g7g-378-6364 Emergency calls will continue to be directed to 911. Community Town Halls: DCP is currently identifying a schedule of town hall meetings, extending through the construction period into 2019 Town halls will be held occasionally and local stakeholder input will be sought into the effectiveness of the format. The first town tell meeting with the neighbors was held on February 130 2018. • Six neighbors attended out of 35 households notified of the meeting. Topics of discussion included: project overview, growth of natural gas within Weld County, safety, environmental stewardship, reliarpe operations, proposed construction timeline, emergency preparedness, responding to questions and concerns about proposed compressor operations. sound and light mitigation measures being implemented, and social opportunities to build and maintain relationships. Electronic/Mobile Access DCP is implementing a social media collaboration tool which allows interested neighbors to subscribe for updates and to provide feedback. This approach provides the additional benefit ofmobile access to ensure, openness and responsiveness. Postings may, include topics such as operational planned updates, construction routes, unplanned activities, schedule reminders and input regarding town hall meetings, and questions and answers. DCP is currently getting this collaboration tool set up, but during the interim. DCP can be contacted at: PColorado r O PMidstrear.com 970-378-6364 Hello