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Home My WebLink AboutApplicationGarfield County ONSITE WASTEWATER TREATMENT SYSTEM (owrs) PERMIT APPLICATION RECET tVlAR ? 0 2018 D BY: Development Department 8th Street, suite 401 Springs, CO 81601 (9701 94s-8212 TYPE OF CONSTRUCTION X New lnstallation WASTE TYPE E Other Describe i E Alteration E Repair i E Transient Use tr Comm/lndustrial tr Non-Domestic INVOLVED PARTIES Property Owner: US Naval Oíl Shale Reserve (US Dept of Enerev) Phone: Mailing Address: 1.000 lndependence Ave SW Washineton, DC 20585 contractor:TEP Rockv Mountain LLC Mailing Address:PO Box 370, Parachute, CO 81635 Phone: ß701 285-9377 Engineer:David Fox Phone:1970) 250-5505 Mailing Address PO Box 370. Parachute, CO 81.635 PROJECÍ IVAME AND TOCATTON Job Address: PA 23-25 Pad Assesso/s Parcel Number: 277322200951Sub. Building or Service Type: Temporary office & house #Bedrooms: j* Garbage Grinder No Distance to Nearest Communlty Sewer System:NA Was an effort made to connect to the Community Sewer System:NA Final Disposalby E Absorptlon ttench, Bed or Plt E Underground Dlspersal E Above Ground Dlspersal E Evapotransplratlon itr Ì Wastewater Pond E Sand Fllter X Other Hauled bv Clveo to Garfield aÈd Mssa County Landfllls Water Source & Type U Well tr Sprlng E Stream orcreek r E c¡stern Lot Block _ X Commun¡ty Water System Name Çl.ty pf 8lf[e & Ute Water: Iavlçd bv Clve.o Will Effluent be discharged directly ¡nto waters of the State? E Yes X No Type of OWTS x orher ,l.lqgled bv clygo to Gafflgld and Mêsa countv Landfills X Vault tr Vault PrlW ToiletE Plr Prlw E SepticTank E Aeratlon Plant tr Recycllng tr Composting To¡let E Recycllng, Potable use tr Chemlcal Tollet Ground Condltlons Depth to lrt Ground water table NA Percent Ground Slope NA Effluent CERTIFICATION Applicant acknowledges that the completeness of the application is conditiona! gpon such further niaindatory and addiiional test and reports as may be required by the local health department to be made and'furnished by the applicant or by the local health department for purposed of the evaluation of the application; and the issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations made, information and reports submitted herewith and required to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the local depãrtment of health in evaluating the same for purposes of issuing the. permit applied for herein. I furiher understand that any falsifíCation or misrepresentation may result in the denial of the appfication or revocation of any permit granted based upon said application and legal action for perjury as provided by law. r I i I hereby ackncwledge that I have read and understand the Notice and Certification above as well as have provided the required information which is accurate to the best of my knowledge, Property Owner Print and Sign Date oFFTcTALUSEoNLY øìd Z/AAllø gfn[ ı;5 cn' Speclat Condltlons: äà'* Perk Fee: truÊ Total Fees:27S..oÔ Fees Pald:oos7< Bullding Permit Septlc Permitr sp'isF=.s*ral lssue Datelî.9\.tß '^u¡"go I BLDG DIV:3-4_ZÞ tg, DATE ll ll llFrt'lïlt'fl fl¡lltfl ''T ll!ßl #l:l'lj1ll fl lLr;qþ frl,tT[ ¡l ll I'--Reëeption*: 8?9861Ø7l1Al2ø16 Ø2r18:46 Pll Jean Alberico1 of 2 Rec Fee:$16.09 Doc Fee,6.Ø@ GÊRFIELD COUNTY CO PO\ryEROFATTORNEY KNOWALL PERSONS BY TTIESE PRESENTS: THAT TEP ROCI(Y MOITNTAIN LLC, t Delaware limitd liability company, hereby nominates, constitutes, and appoints Bryan S. Ilotard, âs iß true and lawful Attomey-in-Fact to executÊ and deliver in the name and on behalf of TEP ROCIff MOIINTAIN LLC ('Principal') any of the following desigpated instruments or documents in conn€ction with the Principal's operations in ex¡rloring for and producing oil, gaso or other minemls from lands, or interests in lands, owne{ held, or claimed by the United States, any state or politieal zuMivision thereof, any person, corporatign, parrrership or other legal entity: A. (l) Applications for perrrits or leases; (2) consents, stþulationq or agreements in connection with tte issuance of p,ermits or leases; (3) acceptances of leases, zubleases, or permits; (4) acceptances of all insFuments tansferring leases, offers to lease, permits, applications for permitg or subleases, or an interest in any ofthese (including assignments of working or royalty interests) to Principal. B. Applications for extensions or renewals of leases and perrrits. C- (l) Prospecting seismic, or exploration perurits; (2) inshuments in connection with the acquisition or maintenance of prospecting, seismig or explorationpermits. D. Iustruments withdrawing applications for leases or permits. E. (l) Requests for rights-oÊway and surface use permits; Q\ acæptance of grants of rights-of-way and surface use permits, including any stþulation or condition in the grants; (3) any statements that may be required in connection with applícations for right+of-way and surface use permits. F. Requests for extension of time in which to drill wells. Principal agrees to be bound by all representations the Attorney-in-Fact may make in any instrument or document he or she is authorized to execute and deliver under this Power of Attorney. Principal hereby waives any defenses available to it to contes! negate, or disaffirm the actions of its Attorney-in-Fact under this Power of Attomey. This Power of Attorney is effeotivo July 1, 2016, and shall continue in full force and effect until revoked in writing, and has the same force and effect as if the Principal granted sepâf,âte special auürority to the named Attomey-in-Fact to exeoute and deliver each such insFument or document separately fo¡ each and every suoh insür¡ment or document so executod and delivered. EXECUTED by Principal on this 13ù day ofJul¡ 2016. Terra Dnerry Partners LLC as sole member of TEPRocþ Mountain LLC AGREED TO A¡ID ACCEPTED BY: S. Land ÛOruFTRRflED üOFY sBY ITS 4 President and CEO Attomey-in-Fact ACK}TOWLEDGEMENT Staæ of Texas County of flarris This insfrument was acknou¡ledged before me on frl* /3 ,2016 by Michael S.I-an{ known to me to be the President aad CEO of Terra Energr Parhefr LI-C, tfþlawars corporafion, on behalf of the c,orpordion. (Notary Seal) iltFA|{Y C[8El.l, POILOCT( Nolory Public, Slole of lgxot MyComml¡sion Exp¡re¡ Aplil2ó,2019 PA 23-26 PadVault System DescriptionThe site will temporarily office and house up to a maximum of eightindividuals during natural gas drilling activities and is expected to becompleted in one year or less. The individuals will occupy up to fourindividual units located on the well pad. Office/houses have ColoradoDivision of Housing compliance tags.Four above ground sewage holding tanks with 1500-gallon (6000-gallon total) capacity on-site.The Vault System is displayed in the pictures. Sewage flow is estimated to be 600 gallons perday (8 individuals x 75 gpcd). Sewage holding tanks need to be emptied approximately every10 days (6000 gallons/ 600 gallons per day). Wastewater vault is equipped with overflow alarmdevice. Terra Energy Partners utilizes the services of a licensed contractor to remove and haulthe wastewater to a state certified treatment/disposal facility.Two aboveground potable water tanks of approximately 3360 gallon capacity each on-site."Potable Water Only" sings will be posted on tanks. Potable water demand is estimated to be600 gallons per day (8 individuals x 75 gpcd). Required minimum fire suppression demand is2500 gallons.Road access to the site is maintainedyear round through the services of aprivate road maintenance andconstruction contractor. E Ê; s 6 È B Ë * Section 26 î.65.,R.95W tl 5670 A 5ô50 ,.- -:--:- - _,/ ,/ Exist, Accesq Road Exist. Top of Bank NQ.#S c 17.0' Daylight Line dr'Â ô @ Proposed Daylight Line NW#7C c 26.3', io REF, -oÒa -NE #1 c 10. l (os ) I #2EÊ NW c #74 1d( \(o t @ê B WQ, C2, ,SW #58 ' F6. C Temp. Blowdown Tank Pad (s0ks0) BB Proposed Armored Drainage Channel CC F 3.7'. s F #3 7', -$ #3 F I \ F 16. Exist. Valve Set 14.I'Re-Grade Road to Pad (t8.9% Max.) Proposed Daylight Line 3.) Total Disturbed Area = t5.84 ac. REWSED,,7/3/17 *NOTE: 1.) Access Road Volumes lncluded in Earthwork Volumes. /2.) Topsoil Volume Based on 12" Soil Depth./ 3.) Swell Factor of 15% Applied to Eârthwork Cut Volume. 158', iI Re-Align (17% Road Grade) ) I Existing Road !¡r oE,!'ìx>! ÑN !!! Þ,ı o.!' ı'tt!>>r> ôoooN A2.89.19" 53', l ru, m Ì ðı T ôoTıÞT>rTaT ñ$o ñ ñro (oqNW #78 c 9.0' 5640 T/xr- - Edge of Eisl¡ng Pad Edge of Proposed Pad TT' PIÑNoo ì\ N è 3TT ÞEı T ı9T N Proposed CMP T T'O { è 45',R , 1 39'. 501 X r-sl*se F 1 1.g', rz'cn¡p 1 ---, ) \ (o o T T!!> >>7 $ ù'Lr N T!ðı trt¡?NON ESTIMATED EARTHWORK QUANTITIES (cy) ITEM CUT FILL TOPSOIL EXCESS 26500 5140 -10PAD31630 0PIT0 TOTALS 31630 26500 5140 -10 TEP Rocky Mountain LLC Constru TE PA 23-26 Drill Pad - Plat 2 CONS?RUCTION LAYOUT SCALB: DATE: PLAT PRA]ECT: DFT: Section 26 T. 6 5., R. 95 l,{¿ ,- _ _J- Ex¡st' Access RoadI I 80 GRAPHIC SCALE IN FEET 1 INCH = 80 FEET _[ Daylight l.ine Topsoit Stockpite AreaRe-Align Existing Road (17ot6 Road Grade)lz \t( ;{\ \ þ \\ Temp. Blowdown Tank Pad (30'x30) ( I ol A r,*,n,,Line Exist. Valve Set I I Road to .Ex¡sting Pad (t8.9% Max.) / / REWSED:7/3/17 SCALE: DATE: PLAT: TEP Rocky Mountain LLC 2 7 PA 23-26 Drill Pad - PIat 4 DRTLL RIGLAYOUT PRA]ECT: TEP Flare UnitCuttings Management Area (60 x 350) ^(f){o\Èos)x'ı(D?+ JO ,! ^(n{(ù MUO INKSOe \)>2 ^id\_/.4oR Proposed CMP CUfrINGS t; _l Ë¡l Ë Þ ëê¡¡ åh See Construction Layout Sheet for Well Designations DF:T: T I Ê. f 3I s 4 À ESE,,"R Section 26 T.65.,R.95W .PA Jr] ,i1 7 .t L ,?, I if:C |.. t l._ \,j .-.' úrÇ, tr'' t "ì... ! '¡ I J4 I lt,ß,; .:: ¡-.¡ñl I ¡ _J ßi\ : ..i I ! , :, a1 't- ' ,f'ü¿ {} Ir I p() 0 GRAPHIC SCALE IN FEET I INCH = 2000 FEET ACCESS DESCRIPTION: FROM THE INTERSECTION OF 1ST STREET AND COUNTY ROAD 215 AT PARACHUTE, PROCEED IN A NORTHEASTERLY DIRECTION ON STATE HIGHWAY 6, 13.4 MILES TO AN INTERSECTION WITH A DIRT/GRAVEL ROAD, PROCEED LEFT IN A NORTHEASTERLY DIRECTION, 1O.B MILES TO AN INTERSECTION WITH A DIRT/GRAVEL ROAD, PROCEED LEFT IN A NORTHERLY DIRECTION, tO.8 MILES TO AN INTERSECTION WITH A DIRT/GRAVEL ROAD, PROCEED RIGHT IN A SOUTHERLY TO NORTHEASTERLY DIRECTION IO.9 MILES TO THE EXISTING PA23-26 DRILL PAD LOCATION, AS SHOWN HEREON. REWSED:7/3/17 Construction Plan SCALE: DATE: PLAT: PRA]ECT: DFT: TE TEP Rocky Mountain LLC PA 23-26 Drill Pad - Plat 5 ACCESS ROAD & TOPO IIIAP