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Home My WebLink About20142294.tiff DEVELOPMENT STANDARD REV1, 4/5/14 CAD FILE NUMBER 4101 1.) The Site Specific Development Plan and Special Review Permit is for an oil and gas U s R _xxx support and service facility in the Agricultural Zone district as submitted in the Application materials on file in the Department of Planning Services and subject to the Development Development Standards stated herein. 2.) Approval of this plan may create a vested property right pursuant to Article 68 of USE BY SPECIAL REVIEW PERMIT Title 24, C.R.S., as amended. 3.) Waste oil, treatments, antifreeze, and other associated liquid and solid wastes shall be stored and removed for final disposal in a manner that protects against surface and WIEDEMAN E D E M A N COMPRESSOR STATION groundwater contamination. 4.) An Air Emissions Permit shall be obtained from the Air Pollution Control Division, Colorado Department of Health, fugitive fo r e dust and odors, and the requirements of the permit shall be maintained at all times. FOR AKA ENERGY GROUP L LC 5.) No permanent disposal of wastes shall be permitted at this site. 7 6.) A spillage retention berm shall be installed around the tank battery. The volume retained by the spillage berm shall be greater than the volume of the largest tank inside the berm. _ 7.) Fugitive dust shall be confined on this site. - - , 8.) Maximum permissible noise level shall not exceed the industrial limit of 80db(A), as PARCEL DESCRIPTION: measured according to 25-12-102, Colorado Revised Statutes. 1 WCR 42 - wa 9.) A current list of the maximum quantities of hazardous materials expected at the site NORTH I LJ t aU vA PARCEL OF LAND, BEING A PORTION OF LOT D OF AMENDED RECORDED EXEMPTION NO. 1057-29-2 AMRE-4022 AS DESCRIBED IN THE RECORDS shall be maintained with the State Health Department, Division of Waste Management, and Jr I ❑'aJ Lp MUOF WELD COUNTY AT RECEP11ON NO. 3463093 DATED 03/20/2007, LOCATED IN THE NORTH HALF OF SECTION 29, TOWNSHIP 4 NORTH, RANGE 66 Weld County Office of Emergency Management pursuant to C.R.S. 29-22-107 (2) (A). I' / WEST OF THE filth PRINCIPAL MERIDIAN, COUNTY OF YIELD, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 10.) The tanks shall be located no closer than 100 feet to all propane storage tanks. I / ,. - 11.) A current map of the location of the gas supply shutoff valves shall be maintained with 0 Ligation,. rm� CONSIDERING THE NORTH UNE OF THE NORTHWEST QUARTER OF SECTION 29 TO BEAR NORTH 89°39'39° EAST, EA DISTANCE OF 2671.22 FEET the Platteville Fire Protection District. n�i £a! , BETWEEN THE NORTHWEST CORNER OF SECTION 29, BEING A FOUND NO. 6 REBAR WITH 2 1/2" ALUMINUM CAP, ILLEGIBLE AND THE NORTH 12.) Smoking shall not be permitted at any time on the Special Review area. "NO SMOKING" WWI I ___WI _ `:T7 T 44 N ' QUARTER CORNER OF SECTION 29, BEING A FOUND N0. 6 REBAR WITH 2 1/2" ALUMINUM CAP, "INTERMILL 1/4 T4N R66W S20/S29 1995 LS iy 12374", WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO. signs shall be placed and maintained on the subject site. a0 13.) All vessels containing flammable or dangerous materials shall be identified in accordance y aCOMMENCING AT SAID NORTH QUARTER CORNER OF SECTION 29; THENCE SOUTH 11.33'04" EAST, A DISTANCE OF 2356.85 FEET TO THE with the National Fire Protection Association, #704M identification system. — MYR 0 - -S \ NORTHEASTERLY CORNER OF SAID LOT 0; THENCE ALONG 1HE NORTHEASTERLY LINE OF SAID LOT D, NORTH 6757b0" WEST, A DISTANCE OF 91.95 corfrit 14.) No less than one 40A 24OBC rated fire extinguisher shall be located and maintained on " mV �ST �WIEDEMAN ATION COMP. oo FEET; (HENCE SOUTH 6711'30" WEST, A DISTANCE OF 77.10 FEET TO A POINT THAT IS 60 FEET SOUTHWESTERLY OF THE NORTHEASTERLY LINE OF the Special Review site at all times. 6 SAID LOT D AND THE POINT OF BEGINNING; 15.) All land within twenty-five (25) feet of any oil or gas tank containing flammable or iSONILA � "i° I THENCE 118.32 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 70.00 FEEL AN INCLUDED ANGLE OF 96°50'42' AND combustible materials, or other appurtenant production equipment shall be kept free of 30r ma Dior Yost 0 Moo $ / ` labAtldi LS / SUBTENDED BY A CHORD BEARING SOUTH 13°27'16" EAST, A DISTANCE OF 104.73 FEET TO A POINT THAT IS 55.00 FEET FROM THE dry weeds, grass, or rubbish. ,„W ram, Cwt�� " SOUTHEASTERLY UNE OF SAID LOT D; THENCE PARALLEL WITH SAID SOUTHEASTERLY LINE THE FOLLOWING 4 COURSES; SOUTH 3458'05' WEST, A 16.) The soil erosion control plan approved by the Platte Valley Soil Conservation Service shall m'�P°a aT DISTANCE OF 57.74 FEET; THENCE SOUTH 31°46'Q9" WEST, A DISTANCE OF 100.74 FEET; THENCE SOUTH 34'0O'21. WEST, A DISTANCE OF 36.70 be maintained at all times. ns0 o / r"°•°°' FEET; (HENCE SOUTH 37'44'05" WEST, A DISTANCE OF 42.49 FEET; THENCE DEPARTING SAID PARALLEL UNE, NORTH 50'31'18" WEST, A DISTANCE 17.) The appearance of the facility shall be maintained in a neat and orderly condition through "a'7 i 0 •S — p OF 472.21 FEET; THENCE NORTH 23.40'01" EAST, A DISTANCE OF 7.01 FEET; THENCE NORTH 20.59'25" EAST, A DISTANCE OF 45.57 FEET TO A periodic painting and maintenance. , . L� I — 4TH ST. POINT OF CURVATURE; THENCE 239.91 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 692.00 FEET, AN INCLUDED ANGLE 18.) A six foot chain link fence, topped with three strands of barbed wire, shall enclose the �,(h o I �2 (29 N OF 19'51'49" AND SUBTENDED BY A CHORD BEARING NORTH 11103'30" EAST, A DISTANCE OF 236.71 FEET; THENCE NORTH 01°07'36" EAST, A Special Review area. �Y wMc �2a DISTANCE OF 38.20 FEET TO A POINT THAT IS 60.00 FEET FROM THE NORTHEASTERLY UNE OF SAID LOT D; THENCE PARALLEL WITH SAID 19. All construction on the PP / NORTHEASTERLY LINE THE FOLLOWING THREE COURSES; SOUTH 43°59' 4D" EAST, A DISTANCE OF 251.06 FEET; THENCE SOUTH 52°47'23' EAST, A property shall be in accordance with the requirements of the Weld 4} ( _ DISTANCE OF 99.49 FEET: THENCE SOUTH 61°52'37" EAST, A DISTANCE OF 174.09 FEET TO THE POINT OF BEGINNING: County Building Code Ordinance. Q 4' r cfl 20.) The property owner or operator shall be responsible for complying with the Design 1 �� / SAID PARCEL CONTAINING 143.948 SQ.FT. OR 3.30 ACRES, MORE OR LESS. Standards of Section 24.5 of the Weld County Zoning Ordinance. p o 21.) The property owner or operator shall be responsible for complying with the Operation Ist- •—/i' i Standards of Section 24.6 of the Weld County Zoning Ordinance. C7 Q _ 22.) Personnel from the Weld County Health Department, Platteville Fire Prevention District, __ - / ` wCR 40 I rib _ and Weld county Department of Planning Services shall be granted access onto the property at any reasonable time in order to ensure the activities carried out on the / y •fttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttt;;,;: :::::•-: property comply with the Development Standards stated herein and all applicable Weld IVI i0 O '1104 . . County Regulations. yiP ,r•S 0 23.) The Special Review area shall be limited to the plans shown herein and governed by the / �'\� O�G' •• Q."� foregoing Standards and all applicable Weld County Regulations. Major changes from the / g• ;y4VQ plans or Development Standards as shown or stated shall require the approval of an ca /\' J r?G4\ cr)amendment of the Permit by the Commissioners before such changes from the plans or ^ / .-'A' Development Standards are permitted. Any other changes shall be filed in the offices of a the Department of Planning Services. .3 24.) The property owner or operator shall be responsible for complying with all of the u ... foregoing Development Standards. Noncompliance with any of the foregoing Development 32 )w% ?` Standards may be reason for revocation of the Permit by the Board of County COUNTY WY 38 112 o • Commissioners. 31 [ ► 33 / ii:'7 aw, M N U 3 s NORTH ... i .. . —. \ • : • COUNTY HWY 38 44 N ' CO. R 38 ?g ; r(Cfr ' . I i • •• • J/ , #29 • PLANNING COMMISSION CERTIFICATION .;• •. • This is to certify that the Weld County Planning Commission has certified and does hereby recommend to the Board of County Commissioners, Wield County, Cdaodo for their canfirmatbn, • .i.:',..,•••.1-`7::::•',••:• % a roval and adoption of this Site Specific Development Plan and Use by Special Review as shone and described hereon this day of 20_ PP D' SP P SP,: :.r.: , ,,:• : :.�. ,. . y•:. � • .:;.. . :� .. . .:.:y.::. . �:....:: :�. VICINITY MAP ---- - ey �, •<: _ •:; Chairman Weld County Planning Commission • 1 # •`• BOARD OF COUNTY COMMISSIONERS CERTIFICATE •A, .....j. s .•: .... :4••,„,- • • Section 321 T—4—N, R-66—W This is to certify that the Board of County Commissioners, Wald County, Cdaado does hereby confirm and adopt this Site Specific Development Plan aid Use by Special Review and •' • • , .. SCALE: 1 '1- v O I- 71 Development Standards as shown and described hereon this day of 20_.r's }p ...• •. .., , • .••L' .+" ':S�:.`•.' y: . • ..N. I ,•..,,'...�•:. • -- Dickman PROFILE aimen, Bard of County Commissioners Section 29, T-4—N, R-66—W Attest. SCALE: 1"=200'-O" County Clerk 8y --- PROPERTY OWNERS APPROVAL /29 = d1LESBURG SANDY LOAM. O TO 1 PERCENT SLOPES COARSE-LOAMY, MDED, MESC ARIDIC ARGIUSTOLLS The undersigned major property owner(s) via hereby ogee to the Site Specific Development Plan and Use by Special Review Development Standards as descrbed hereon f30 = ,AILESBURG SANDY LOAM. 1 TO 3 PERCENT SLOPES COARSE-LOAMY, MIXED, MESIC ARIDIC ARCIUSTOLLS this_day of A.D., 20_ Submitted by. AKA Energy Group LLC Durango, Cdarado --- 970-375-6405 Property Omer US‘‘,.... :8_11.;" R 1185 MACHINE REPAIR SHOP M 1- Jenkins & Maser , ..ri ___ - i Jenkins & Moser r C ' __ r U Jenkins & Maser r — Jenkins & Moser Kreps Wiedman r I WCR42 1142 42 WCR42 WCR42 �+VCR42 WCR 42 WCR 42 42 : ,/r • Kreps Wiedman ' ,� _ Jenkins & Moser � 0 I 12T H STtI l.._.i ► ' N 1 � m � 11TH ST r IIIIN ;IIIII mr4 / _ _1 Ez,i{ ? i�a ,. O E 5 'r" �. in GILCREST __ ' ti Gary Hammer , i ci V) \ - 1 . . 11 Plumb Ridge ^�, �j�: lleili■ �) r It � f�I IIIIIIII WCR 40.5 � Gurry Hamme _ v a � �,'1 IClf Plumb Ridge Plumb Ridge ` N ) ` USR14.0024 Site Nt ml IIII- , I 1/ - USR•839 1 r h ` PDC Energy 4th Street Itf % 1 Noble Plumb Ridge In :no COMMERCIALGREENHOUSE Noble T L CI PI re Plumb Ridge N ��° , Noble I Plumb Ridge o N 0 �'' Noble 0 U in N Plumb Ridge Plumb Ridge Noble Qt./ Kerr•MaGee 740 40 ! WCR 4D_ WCR 40 / U 4o W"" 4 - .212.1 . I . I . .I . . �" r A&W -044.7 U AKAEnergyGroup Noble USR•1844' Kerr•NlcGee AKA Energy Group A&W - KENNEL i i co N AD Noble Noble I (1 U 4<Re1197 I FEELOT 10,000 HEAD USR•1d95 � NINERAL RESOURCES DEV. FAC. /�Jr1 J\J 4 l v I i . I I I Kreps NJiedmsn '. frf 1a- -.--1.-01Kreps Wiedmen Kreps Wiedmsn I I Access Point ;i efi ii r moltI I I ,. , . , ___, .. i I .„ , iiii ____ ,. _ _ 1 , , L . ,i, , , . .. . , ,,, N1 Ali ' , Access Easement E� I , Wti - I I '- . inill , m I ,g; iii I Ip, --il --� I -,IF" 4 s „ `-f- - r I- I * N I'r S 4 'i „;. ii L.L-slir. , t, ' I , i / 1 .- „ /I' ` rtr :T- .Tsi tUSR14-0024 Site r-r r' �~ I +'pill 39 I d r r - i COW:1ERCIALrGREENHOUEE _ _- _ ii - 1-- p I (j ; ei nth steal 1' 4" . \ WEIDEMAN COMPESSOR STATION . \ fltj MATCH EG: • DRAINAGE CONSTRUCTION PLANS 4761 .23 • ' \ � ' . : " ' ' I \� A PORTION OF LAND LOCATED IN THE NORTH HALF OF SECTION 291 111111111 . .: I TOWNSHIP 4 NORTH, RANGE 66 WEST OF THE 6TH P. M. , COUNTY OF WELD, STATE OF COLORADO ii • 4759.83 \ 4763.00 4763.00 z II \ ta 4782.00 .+ O ins ' ♦ •Y+ . • 6 Raad.9x —_t " P` ° w CX - _ • a i Sty ,• Y 1� e- .4 \. • V �1 II v :r 4762.03 , I ` : . \ bQ SITE t , ; r LEVEL SPREADER ` \ ire (SEE CONSTRUCTION 112.5 7 , �� A I ♦_ ' PLAN FOR DETAILS) ' `�� y \ A ". / / ' Y , + p_ z o . }}. o LEVEL SPEADER & $ •"' Q F Y N s aS T 1-,a I la + O V' v WATER QUALITY POND � ' (• • , Stitt -1-i' in •— g /(SEE DRAWING Cl ) \ l ^ r ' z. � 9�,. O •N w 5 f 4762.00 C� ♦ - r o Y w MATCH EG: :1,1,1 �; 4.1 i 4 • 4, a.? r' f�^ , } 4760.84 �w j� j •^r ;�_ y`' I soi: ._ w m m m CD 0 Z5% 971$ 4763.31 \ a. r m > 00 MATCH EG: ., . �6 , , °t 4, 4 z Z Y O h h SUMP TANK ♦\ 1 a .1� a w _ U tv p 1 • ' . .• / . O�Q / �Q- UTURE) • . ♦ �\ 4762.09 \ Ja liiiiEg 1 . � . p ¢ w cc x a e '. ' 0 J ^ . -) Oooc> a / c' ` . ` L 4761 .31 \\ r • .1(P . 7 ' + 1( 4759.79 O O <Z: F \ • PR/LATE CONCRETE DITCH J O / ' V ' ` , et t�°i` 4763.31 do •♦ , rc • r ti .. ✓ o�QG '�eRqc ♦ I 1 , � ID • . : N0KIA •� O ro N in / : ."..:.•\:-:.. 4763.00 ` O ` '" - T n , Nv �r = ,. ";,_ ;,...a.. . . ,.• ; . VICINITY MAP • � Qoo j / . ' 44 .!>.--.J. "S≥a .-, „ , - % 540° SUMP TANK • SCALE: 1 "= 1500 CO ' o r r a • c;;. • / . 4 ,. " , • �/ eb TK-1004 4783.74 Z r r / i . " 'ftb t . O' MATCH EG o� D i M MATACH EG: � 4763.00 VO G A. 4762. 47 'N° Z p O 4761 .06 Z Mr) ICS �y �� BENCHMARK INFORMATION e, O 4763.00 Q ♦ A a �� . �5° 4761 .74 � N �'s'� ' A GPS DERIVED ELEVATION WAS ESTABLISHED AT AN ONSITE 0cv m z Q �`<' 0`1' A N, "loot ' BENCHMARK AT THE EASTERLY CORNER OF SAID LOT D, BEING A O2 0 • 4760.40 Q 5 \ -.„ . -<:-,.. s ti w MATCH EG: y 0 C.) \ N s's'o MAG NAIL IN THE DITCH ACCESS ROAD, WITH AN ELEVATION OF • � p,0 4761 .07 v ` ` O 4763.46 N N q % x � SCRUBBER \ � � 4767.55 FEET. A CHECK SHOT, 0. 1 t , WAS TAKEN ON NGS POINT w W `° Q V-2203 N. �'' PLATTEVILLE AZ MK 3, BEING A NGS DISK, IN CONCRETE, Fr ��o STAMPED "PLATTEVILLE, 1935, 1978", LOCATED 6. 2 MILES FROM t Q% 0 LIQUID \ '� SITE WITH A PUBLISHED ELEVATION OF 4819. 97 FEET (NAVD88). N 4763.84 EXCHANGER \ ? PROPOSED l `k �� / ` G° 6 HE-901 ♦ NO DIFFERENTIAL LEVELING WAS PERFORMED TO ESTABLISH THIS ? EASACCESSEMENT � 0,9'� ` � - : /' \ ELEVATION . �p 0.8% 4 CC TEG CONTACTOR $ ` • \ N sc , 4760.72in \--------:4 V-2201 VAPOR \ � \ 4763.52EG Legend n COMPRESSOR DISCH. COMBUSTOR \476243 COALESCING FILTER � � EXISTING ABBR. DESCRIPTION PROPOSED MATCH EG: ` F-22002 0 /� 4761 .25 N �� TEG 4764.51 IL PROPQSEO• , . PL PROPERTY LINE B-TEX DENY • • PROPERTY L! 4763.00 ! ` ` ri 1O CONDENSER SKID PROPOSED / • ; . ADJACENT PROP. LINE • A ` o C c>, TEG BERM 4764.35 • —\ ESMT EASEMENT LINE 0 \ \ A?� 4764.58 • CONTACTOR OUTLET TANKMAKE 476154 476254 \ SOIL DESIGNATION Co CO • COALESCING FILTER ,D / so LU z ` F-2202 / 2/F�qn� a / • CONC CONCRETE 4p 1/�,/ ♦ , 0 ` ` G°14 t ✓ ' -. : a sots- - 5-FT CONTOUR LINE 5025 /11 a Z - -5021- 1 -FT CONTOUR LINE 5021 li OIL TANK ` 2O TOP a c3\ O Z J TK-1003 ` O / SW SWALE - - 12,2 o \ ♦ CONDENSATE ` ST STORM SEWER LINE L ♦ TANK • // o :'. . , : OW OVERHEAD UTILITY LINE U Q U Z PROPOSED \ TK-1002 476280 I ow — - ovu PROPERTY L/NE L \ ` 4764.31 FNC FENCE x x x x x x r a AIR RECEIVER / Z Q xj V-800 : BERM N Ir cp �� ♦ ♦ � � oy4 eS 4764.78 Q N /t_ AIR COMPRESSOR ' W U \ ♦ WATER TANK %\N: ELECTRICAL � // 476408 : /MATCH EG: O ♦ TK-1001 BUILDING Ip . . ♦ ` o / Grading Notes W 4763.56 765.10 • k % / 1 . EROSION CONTROL MEASURES MUST BE IN PLACE PRIOR TO ANY LAND DISTURBING • "? � �� SWALE HP:` / / ACTIVITY COMMENCING. LOT o \ ♦ 4763.10 / ` ' ' / 2. CLEARING AND GRUBBING LIMITS SHALL INCLUDE ALL AREAS DISTURBED BY GRADING A •.. NDEI1 R1--CORDTD \ 4765 i /N. .. X-a ? ;ION NC / • • OPERATIONS. '057 -20 -2 ♦ / 3. ANY GRADING OF DISTURBED AREAS SHALL RECEIVE SUFFICIENT EROSION PROTECTION TO o o -, zzee ,- PROPOSED '. / / INHIBIT WIND AND WATER EROSION. a o �_ om � RE y 3463u93 SECTION B-B ;� SWALE w i2Jt1 �'.' I24°lt7 \' . / J (SEE DRAWING Cl ) / /5,7 / 4. SUBGRADE SHALL BE COMPACTED AND SHAPED PER SPECIFICATIONS PRIOR TO E_ -, r 5w z � \� PROPOSED / // / �OPP APPLICATION OF SITE OR ROAD SURFACE. L- 0 CO m � 2 / / _J `r Jw wos �\ BERM / / / G�0 5. GRADES SHOWN ARE FINISHED GRADES. i— g / ///// / P: \4 6. CAUTION — NOTICE TO CONTRACTOR a `-' J'LAJ < 0D a ♦ I / // 1Q / / THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION 0 1 00 \ / : Q OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE � 1 M ; ♦ / / P� �� VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE <, / ' v N\ / / o%; •`° / G� ' /Q9 / FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. / / / 4' / / / FP / THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS R; ♦ �/ o BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL / / Q � BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES a \ ;; 4�ef / WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. c� ♦ / // E Qty 7. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE SITE GRADING IN A MANNER C3 ♦ / // • �4J�y�l / CONSISTENT WITH DEVELOPMENT PLANS REGARDING SITE DRAINAGE. GRAPHIC SCALE 4764.49 `� �/ / a / f� 100 / / 5k. N30 0 15 30 60 4762.47N 4 // o° /.'> '' I�� / DRAWING O a ( IN FEET ) 4764.44 V � !� / G - '1 L` 1 inch = 30 ft. N MATCH EG: / 5 4764.10 / ' SHEET •ct} / °° 1 OF 2 ,\\ \ _ \ WEIDEMAN COMPESSOR STATION \ DRAINAGE PLANS \ A PORTION OF LAND LOCATED IN THE NORTH HALF OF SECTION 29, , , , , , , , , s� TOWNSHIP 4 NORTH, RANGE 66 WEST OF THE 6TH P. M. , COUNTY OF WELD, STATE OF COLORADO \ Z O W IX Tr 4 \ ilitt I rt i i i i i i i i i I .J . ti I , ;," . 730/.. . 117 �Gula _ County Road Z I O NN M N U D Q I ' ` stiii 6 SITE * 2 uj I \ i r I L } m y I W m th• a r rs 1 . a. CCI o m o 0 I i N. // w co U o 4760.93IIIIISI ••- 4 y g {. m < v> W W 0- 4 ;T 11 iF L'F, 'fl�,�-.( y"�/' O Q W D_' 2 d/L I i � , r AL / st••••-e1 i -PR/DATE CONCRETE DITCH ' `R \p •N,r.`, W to I n ,ro gyp , � - E < o I cL / • �rr bq z In 141) / h% . 0sqG`� \ ) r �. < NOKllk O CI) c° O = a *, t X1 TRAVEL O�QT VICINITY MAP . � ' J o �` / ; .e SLOPE 0.46% 90� ' SCALE: 1 = 1500' by ti LENGTH: 215' � r " \ t w O a. Fmr c I 414 Ill • / ��Q PROPOSEDIlliCillit .. con ACCESS \ / EASEMENT 6 ° . UNDEVELOPED BASIN RUNOFF SUMMARY ! 4761 .91 AREA IMPERVIOUS IMPERVIOUS TIME OF BASIN (ac) AREA (ac) RATIO CONCENTRATION c5 c10 cloo Q5 (CFS) 010 (CFS) °100 (CFS) • Tc (min ) Li X1 3. 57 0.00 2% 45.5 0. 09 0. 17 0. 37 0.4 1 .0 4. 4 0 PROPOSED /� ,f` ' .^PR0PERTYLWL .." 0 Itix , . Y. . . . .. . .. . .. . : / 0 Z W en SOIL 29 � Z , /' I .: a ,. o w X1 OVERLAND FLOW • SLOPE 0.74% . :' " : Legend 2 0 a a X1 LENGTH: 300' EXISTING MINOR CONTOURS O - W Z 3.57 . 17 / / EXISTING MAJOR CONTOURS U Q Q CL 2 .37 7 PROPOSED PROPERTY LINE Zro Z V PROPERTY L/NE I . / / ® ® EXISTING MAJOR BASIN DELINEATION Q Q tr Sit- i r . o L0Liu FLOW ARROW 0 CP /qr /, / , / ° cc O W / / DENOTES BASIN DESCRIPTION �X X DENOTES BASIN ID / ® / /� X.XX DENOTES BASIN AREA (ACRES) ' X.XX .YY WW DENOTES % IMPERVIOUS / 4 ./ \WWI .ZZ .YY DENOTES MINOR COEFFICIENT .ZZ DENOTES MAJOR COEFFICIENT z000 Jzz � H SOILS / °J / v0 Polmc) BOUNDARY 4764.14 / . O T EJNu, o SOIL 30 0 r wrzo e' / i WO � Nrc � i.i ON GRAPHIC SCALE SZ wNcwZioo 2 iEc i / GQhh �0Z BENCHMARK INFORMATION 10 0 s 10 20 ¢ v � o ? N / /pIL _. \''\ / A GPS DERIVED ELEVATION WAS ESTABLISHED AT AN ONSITE LOT D . M • epQ \-0 BENCHMARK AT THE EASTERLY CORNER OF SAID LOT D, BEING A ( IN FEET ) a AMENDED RECORDED / � c.9 777,71 MAG NAIL IN THE DITCH ACCESS ROAD, WITH AN ELEVATION OF 1 inch = 10 ft r' EXE MPTION NO. N 'C: F" / P �p 4767. 55 FEET. A CHECK SHOT, 0. 1 't , WAS TAKEN ON NGS POINT 7 29 2 4asE) PLATTEVILLE AZ MK 3, BEING A NGS DISK, IN CONCRETE,2 Y1 MR -4022 � / / G / STAMPED "PLATTEVILLE, 1935, 1978", LOCATED 6. 2 MILES FROMv ?? C .I0 3463093 Li 03/n/ 2007 QP / SITE, WITH A PUBLISHED ELEVATION OF 4819.97 FEET (NAVD88). o ° NO DIFFERENTIAL LEVELING WAS PERFORMED TO ESTABLISH THIS / '2‘ / ELEVATION . o / p\ / tli o A.\\ a / �4p �l / ° y\\ 0 / DRAWING in Q�� / o / �o W�P / DR - 1 1.0 / SHEET 7� / 10F2 . : N WEIDEMANCOMPESSOR STATION DRAINAGE PLANS � ` \ A PORTION OF LAND LOCATED IN THE NORTH HALF OF SECTION 29, r ' . , 1 1 1 1 1 1 1 1 1 TOWNSHIP 4 NORTH, RANGE 66 WEST OF THE 6TH P. M. , �- �; - 47611 \4 % \ COUNTY OF WELD, STATE OF COLORADO 74111 L ® \ 'mod/ed-0 ` 4 - Coimiy Road 47 dl - ... - F " • i - Z•4759.79 ��.,. 7 > f � FT W/�/ Nco . SITE , s4fjji ® 17 � r v �6> _ 0 �,, 1 ` _ ' �. . n r N In * 10 10 N 00 @ O T` V. LEVEL SPREADER n ,, \ CHANNEL 1 \ 4 $ 1 I • • - /' 4 1` (SEE DRAWING C-1 ) ' % ` , lr fl: - . • .. PROPOSED !� \ i`1t . • BERM % Q mN ail: Ise WATER � . ' QUALITY r M U D . Z r` I ' Y POND \ I ® o Y w PROPOSED 4" �./ c-Lou nty JaO.ou SWALE 1 \ ® \ d - - -• L } r m ' r i _ J/ sil/ t / II r • m w CO o > N Y . L � 1i ._ Z Z Y O a 5 x / , ,1 NOKIA m I— in a I,_I CL / gq'.ypytl TKM 005NK • , i _ r o 0 o U Q cv �c 1 (FUTURE) \ VICINITY MAP u f / .: . . " .i≥<' v °io R� \ ` SCALE: 1 - 1500 ' oq- F SLOPE: 0.647 4761.82 INV.: 4759.79 , �y S Pq , \ LENGTH 332' PR/VA7E CONCRETE DITCH ti O ND to / 4 o%� GSA c� R, \ ® In uo E < aD r I *, C2 OVERLAND FLOW GOO/J�J T� 7Tgti q�Fq 2 \ ` co \ I tip. SLOPE: 3.81 % ` ` O )q o �r sr �y,� LENGTH: 31 ' I. s 63 \ ® \ O� t •° 0.10 .32 ` • -- lcal ��s2 \\ C \ DEVELOPED BASIN RUNOFF SUMMARY °2 F l ' 2s .a7 f- 4763.00 _ �q� o"� ) Cl TRAVEL 1 TIME OF z "o o q 5 \ SLOPE: 0. 487 - \ LENGTH: 566 BASIN AREA IMPERVIOUS IMPERVIOUS CONCENTRATION c c c 0 CFS 0 (CFS) 0 (CFS) h' •� in o 10 � ' Q' ` ` / CULVERT 1 1 .52 .38 O� G� 0.32 . 17 - - '� 44 9.1 �' - 2 .37 �, (ac) AREA (ac) RATIO 5 10 100 s (cFs) 10 ( 100 ( c� / � : . A. ® �4 \ Tc (min) r� y n Z . . 5 r / o z U�� : e ��o •\� , ` o�fT \ A 1 . 52 0.13 44% 12. 7 0. 32 0. 38 0. 51 1 . 3 2. 0 5.24. a w ti \. 9cF , Al 1 .14 0. 10 44% 12. 7 0. 32 0. 38 0. 51 1 . 0 1 . 5 3. 9 • 1v b.0 �, Q :' / INV.: 4760.40 ` 1 o�go/ o \\ ` rsS no B 1 . 47 0. 01 40% 12. 7 0. 30 0.36 0.50 1 . 2 1 .8 4. 9 t i j 1 ` O SCRUBBER 4761 .93 c Al TRAVELo ' b0 fa- at ^ C1 0. 32 0. 00 2% 13. 2 0. 09 0. 17 0.37 0. 1 0. 2 0.8 ® 1 0� V-2203 ��' SLOPE: 25.0% C2 0. 10 0. 00 29% 5. 2 0. 25 0. 32 0.47 0. 1 0.1 0. 4 �I Q .. ` 1 Al 5y LIQUID � LENGTH: 8' o ^ / 1 CL A) EXCHANGER C3 0. 16 0. 00 2% 12. 7 0. 09 0. 17 0. 37 0. 0 1 .0 0. 4 PROPOSED ` 1 1 44 .551 GO* 0/ HE-901 ♦ � ` \ ACCESS 1 4764 ` CC I� EASEMENT ` 4783.93 \ Legend DESIGN POINT SUMMARY nP / to i ASSED TOTAL BASIN IMPUS 05 (CFS) 010 (CFS) 0 (CFS) • POINT B (ac)/ CHANNEL 2 COMPRESSOR DITCH. , COMBUSTOR �\ ` _ EXISTING MAJOR CONTOURS COALESCING FILTER �� ® 5000 PROPOSED MINOR CONTOUR 1 B 1 . 47 40% 1 . 2 1 .8 4.9 F-22000� CC � TEG ` PROPOSED 2 Al 1 . 14 44% 1 . 0 1 .5 3.9 5000 PROPOSED MAJOR CONTOUR 4761 .25 Rj B-TEX9 DEHY • \\ -PROPERTY LI O •2 sfO CONDENSER ' SKID CHANNEL 1 3 A, B 2.99 42%�' 2. 5 3.8 10. 1 0wwit Z B TRAVEL 2 F�cp TEG - PROPERTY LINE N• Q SLOPE: 0.40% CONTACTOR OUTLET MAKE-UP PROPOSED ® J LENGTH: 341 ' �a i 29 COALESCING FILTER TANK BERM \ PROPOSED MAJOR BASIN DELINEATIONOr W CO Q. tit? .2\ r \ ` 4763.84 -mimeo= am ism - so SWALE Z w F-2202 / A & Al OVERLAND FLOW r Qd' 'FA 0to aZ qc�illiSlit SLOPE: 1 .03% q r1COJQ OIL TANK EIED LENGTH: 137' LNR'IT ;1 BERM G ILZ 2 _ TK-1003 op P 4764.66 / ' ; ." FLOW ARROW U0Lu ix a a CONDENSATE Cl OVERLAND FLOW d' PROPOSED TANK SLOPE: 8.2% r I / ' q DESIGN POINT < z TK-1002 ¢j LENGTH: 10' o. .. I_ r _ a PROPERTY UNE 6S AIR RECEIVER 11// / �/� Lv � 4765.34 / ° . DENOTES BASIN DESCRIPTION v/ Q C1- 03 V-800 ' A DENOTES BASIN ID Q Q O �'� AIR COMPRESSOR v c "� / / A3 X. XX DENOTES BASIN AREA (ACRES) D �W 2 �a WW DENOTES % IMPERVIOUS L > xleiliCia �� / /, � / qP WW .ZZ . YY DENOTES MINOR COEFFICIENT (10- YEAR) W w /, o I . ZZ DENOTES MAJOR COEFFICIENT (100- YEAR) 0 0 i' . WATER TANK B OVERLAND FLOW 4765.34 YIll C3 TRAVEL 1 \� TK-1001 SLOPE: 1 .10% 1 �b ELECTRICAL /, / SLOPE 0.60% LENGTH: 143' BUILDING / / LENGTH: 473' Rj G C 0. 16 . 17 PROPOSED / BERM / a 065 ^�°a' � I SWALE HP 4.\� 4763.77 a ' 4763.10 6� /�s.) II SOIL BOUNDARY cc B TRAV �. (vr:: T j � wo SLOPE: 25.0% '` 4761 .77 e r., 3' O v r gip- E0 LENGTH: 8' \\ ': /- . zo In ac o� w PROPOSED Q r g 'm E c� \\ \ BERM / / / OP. = cc w M 111 2 CilCHANNEL 2 / 5�. Sw -`. m � � c+ n x / / / �P ..: ,N\� BENCHMARK INFORMATION �' > N I ^:T' J ' '14 M r4;r1'WPSO; :D RECORDED ♦ . / �� . Q�0 A GPS DERIVED ELEVATION WAS ESTABLISHED AT AN ONSITE a ExEMPTION NO. N j p� BENCHMARK AT THE EASTERLY CORNER OF SAID LOT D, BEING A N 1057•••29•••2 N / / �P . GRAPHIC SCALE MAG NAIL IN THE DITCH ACCESS ROAD, WITH AN ELEVATION OF AMRE- 2 PROPOSEDo o s o zoo roI t ' 4v'2 / 4767. 55 FEET. A CHECK SHOT 0. 1 t WAS TAKEN ON NGS POINT \ R ..C N, 3463093 N X� . SWALE //, PLATTEVILLE AZ MK 3, BEING A NGS DISK, IN CONCRETE, `+ 03f20.'`2`007 � /® F „ „ F ^ ` o STAMPED PLATTEVILLE, 1935, 1978 , LOCATED 6.2 MILES FROM o / / / IN FEET SITE, WITH A PUBLISHED ELEVATION OF 4819. 97 FEET (NAVD88). 0 / , / �0� 1 inch = 10 ) ft NO DIFFERENTIAL LEVELING WAS PERFORMED TO ESTABLISH THIS o �' / /J , / , 0 / ELEVATION. ix cv; A,. /� Av �� LI ((''s ft DRAWING 4764.43 o / P / C C3 OVERLAND FLOW \ � /, / D IA SLOPE 2.0% a LENGTH: 16' / SHEET O 4764.11 / 20F2 ,) / / i \L 40' 20' 0 20' 40' SCALP 1' - 20' N. 300'-0" ........ F• • ►� .►. � •••... . ►, ►�►• i. -. -. -. -• • `. \ • I - _• _. _• _• _ _ �. - VAPOR •.. \ • • -. -• _. _. _ _ _ _ -. ., �• -. - CO BUSTOR • \•N. 250'-0" • C ± -• - - - - - -• • \ a o \ .\ GAS TO uQUID 1• max+++ lj EXCHANGER 1 •\ (10344 PIPE RACK AREA - >xi \ HE HE-90101 INLET SEPARATOR \ V-200 rc \ lij FUTURE SUMP TANK SUMP TANK te TK-1005 TK-1004 V-2203 I \ COMPRESSOR oo a •\ • _ DISCH. ;2 BTEX i i -1 - - SCRUBBER IL ES3 CONDENSER I \,- I II ., •.. is n :: t, = I 1 \ - ll - ., .., p • .., 0 1 I 1 ,' \ . . .. . . ., INLET PIG Z 1 \ I ' w\ - _ • . u .. 1E0 1=M1 RECEIVERS 9 1.-" ii , •�l .��1 I i.��I� MAKE-TANK UP LJ - d� 1 \ COALESCING P is, ,r1 1\\ g !li ) ao S1 i rn "� METER N. 1:I0� ` U U LLUU ; I I 1 • � rn a Z �� W I /. I 1 C N. 100'-0• K. ACCESS CAN I1N. j Ij 1 I fi \ ; I DISCH. PIG I k al'I Q LAUNCHER 1 Pn 43/4 in < lip .8 n I 1 I I S I lib Weir „ 4-d3,681 _ 1 i i \ I f° `C FENCEUNE I- N. 0"-0' _ 1- I PROPERTY BOUNDARY 9 !I a lial? se. o 'q Ii. q 4 k k 1r 4 >i d 4.V bID .- r. N $ 113 a ii 3 WI 14I W *4 La W d i.3 I Ii r NOTES: REV BY DATE REMSON CHECKED APPRVD DATE REV BY DATE REVISION CHECKED APPRVD DATE WIEDEMAN E D E M A N COMPRESSOR STATION i PLOT PLAN eD KAC 4/14 RE-SUED FOR REVIEW Mw A �A SECTION 29 T4N R66W - USR# 14-0064 I • C KAC 3/14 RE—ISSUED FOR RENEW MW I e_'nergy group,IIC at 0_1409 'x20'—O" hit Dril /iq cv, CI 9 KAC 3/14 RE—ISSUED FOR RENEW NW soil:her u<<_• afkiro ura3 Ina Mill Its MOM WD-SP-2000 D A KAC 3/14 ISSUED FOR RENEW NW MELD COUNTY. CO. K. COLEMAN Ni. WALL 4o aff o zy a TML I. .20' �.' • -._ _. _ _ _ • _ wort .. I -.- _ _ _ _ 0 _ Mir O - —9— Ye 11 • PPE REX MG U D ' NIT eESA�m aaa *O :MAE suc TAW SSP wM I vim M-I033 M--ICC4 v�7-0_ mu• t 1IPi1}��A-�0 1• :- 57eljeCetK ffi� 1 , .n I * . 1•- if1W2 (I — 4 ~le. •r I7ouncr i n rcotasa71G 1L1[7t I � R i „. .... K team �, I lk ` 1., •, i i r � i I. i K 40.70. Kan a r I C i �� Ina EO i MOO I k d i i1 p iI a i a i i i � i i I i L - - - - - - - - - - - - - � ^- man a MOM Mat $1 41 0 4 � 4 lit 4 4 0 V. a C .2 $ k R t # 1 $ i i i.i J J J J J J Li J J S Mk ear r DAt tEm HOC AII C DALE IP n ai R100t CCC®nc MtE WIEDEMAN COMPRESSOR STATION PLOT PLAN D KAC 04 IE-GIEDratwi N AILS SECTION 29 T4N R66W- USR# 14-0064 ... Ns e.. --- e C tut 3/tr e[-®®fa EVER WI i'. I VAC !M R-CPC IA WO N 1--'/S f.71-S MI" ...� .� i ( '.VD-SP-?000 w D A VAC 3/14 mm is MO N iM cc0 corm K Ca I K a WEIDEMAN COMPESSOR STATION La DRAINAGE CONSTRUCTION PLANSh_ A PORTION OF LAND LOCATED IN THE NORTH HALF OF SECTION 29, , , , , , , , , , TOWNSHIP 4 NORTH, RANGE 66 WEST OF THE 6TH P. M. , COUNTY OF WELD, STATE OF COLORADO z 0 Co rx Culvert 1 - Plan View - - - - - - EL/D/RT ACCESS RO40 :. : : 111111111 T SS RDAD 1 . . �R ACE e o va w 2 ��- o Q• QL _ _ t t I / f 3 ; I .' . . � '��,•��''.� �` • ' i 1�0'�f `�f' -1� . .1 .I�fQ• f '... �P ' 1 Q,'f •'.� - O r LL / q�!�� • c Vii. _�1ir_�� wa_�f �r�� . a 4762 �� • h, � .• ��Ti' ; 0 1• h�i'� • ' �A ��" 1 r•• 1 .�1 '147. > > I r O ff' i 1 1; r� DTI �Tj*� 4 , .J o • 'r• •t1iSl_•� o1 ``f�11 •� Go1 f'11�f'� '�' �I �1�rfo� If :7 6 \ O Y W _�•� � 62 ,` . � l� ti` 4762 ir��!A?�" � �7.��Ih ��k1 �f�:�:� " _�� 2 ��•�.•1 1 f' 52 �• 47 4762 4,61 / \ � � 4761 4761 �TiYi•�k w 03 m m `' 67 m - - 4780 g m o LLI O Z Y O Ct 4762 0 • 0 . + s1 4761 GRAPHIC SCALE w co i- 0 ¢ w a INV OUT: 4759.784761 w O U �4761 i — ��..;a •, ,: — 20 0 10 20 40 0 ¢ w CC = a � 4761 _'— ` '' INV OUT: 4759.79 4782 GRAPHIC SCALE , 0000a 4761 4762 • INV. IN: 4780.40 40 18" CMP 4762 ( IN FEET ) LEVEL SPREADER 20 o io 20 L=61 ' S=1 . 0% f inch = 20 ft. R O & WATER QUALITY I v Lo 4>63 >63 oA POND ( IN FEET ) w � r � • O co / . . I inch = 20 ft. Q a. ix 1%4 otj Dr ' Culvert 1 Level Spreader Section ( Section A — A ) ^ °-0 co Z PROFILE VIEW PROFILE VIEW L" ' HORIZONTAL SCALE 1 INCH = 20 FEET HORIZONTAL SCALE 1 INCH = 20 FEET O o Q SCALE 1 INCH = 5 FEET VERTICAL SCALE 1 INCH = 5 FEET to Li- VERTICAL Lv w Fr 4770 1770 4770 4770 44 •_Z . - - - CCh 4" DIA. RIPRAP TO FUNCTION AS 4765 EXISTING GRADE FINISHED GRADE 1765 4765 FILTER 4765 tLLV: 4/b2.UU EXISTING GRADE 8.0' FINISHED GRADE - _ _ �`� St., _ M IL / H�� ELEV: 4761 .00 1' E RECYCLED 1760 0 18" CMP CO 1 .0% SLOPE, 61 L.F. 4760 - CONCRETE 4760 1760 j _ - STA: 0+00.00 - - -I I III ' ' I III SURFACE - - - _ INV. ELEV: 4760.40 STA: 0+60.89 - II INV. ELEV: 4759.79 COMPACTED N N - - - SUBGRADE _ - 3" DIAMETER cc Z N 4755 4755 4755 RIPRAP 6" THICK 4755 LL 5 - _ � Z Z LIJ o • z 4750 1750 4750 4750 ,2 ~ O CO N O N O CON O 3 L`L ° Q U U O rL -/ O m - ? ? W Iii ONI- O O O O O Li W Li LLI Li W u W Li NI- Q N N N Z z 0+ 00 0+50 0+00 0+50 W 0 O O Typical Perimeter Cross Section ( Section B — B ) W PROFILE VIEW HORIZONTAL SCALE 1 INCH = 20 FEET VERTICAL SCALE 1 INCH = 5 FEET 4770 1770 0 < v } Y4 > - - ut O wOmm � Leo r 5 �rfiw - 00 T�y� 5Zi- � O - -- - _ O J Q . Wm4o' FINISHED GRADE " w mNwgo s 4765 1765 r = z 0 EXISTING GRADE _ � � LLo I=I ,. ro r , RECYCLED U f 1II .45 v - CONCRETE ('4 - i_I-I - SURFACE - o 4760 3" DIAMETER ' 1760 RIPRAP 6" THICK v - - - COMPACTED _ a SUBGRADE o O 3 - O z . 4755 1755 o a co a s 0 LO m F ? ? W Li- N ' W U- W U- 0 0+00 0+ 50 DRAWING N . O O C - lw L Ln a SHEET W 20F2 52 Hello