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Home My WebLink About20143605.tiff o) co 019 020 U O21 022 023 024 019 020 071 022 023 024 , 9 020 021 22 STATE HIGHWAY 014C in to 030 029 028 027 026 025ix 030 029 028 027 026 025 030 9 028 3 27 o N. 8N 60W8N 61W WCR 88 8 - • 1M I EXU WCR COLORADO AV rn 031 032 co c 033 034 035 036 031 032 033 034 035 036 031 032 -imign34 (§) WCR 86 i M 004 003 002 003 006 005 004 003 002 001 006 005 90 % of Site Visits are from WCR 84 ch Hwy 14 , WCR 105 , — U a) 0 WCR 74 , to the site . I� 010 007 008 009 010 011 012 007 OO8 009 010 7 / in f"_ Ai "7 nu 015 014 013 018 017 016 015 014 013 018 017 016 r 015 10 % of Site Visits are from WCR 80 a a r. WCR 74 to the site . cb ce O21 022 O24 019 020 ix 021 022 023 024 ce 019 020 019 020 021 Uzi U U ( WCR 78 Proposed USR 028 O27 026 O25 030 029 028 027 030 029 028 027 026 Q, or., Ce 0 t 031 O32 033 034 035 03 031 032 3 034 035 036 031 032 033 034 WCR 74 WCR 74 H o o � 61S 60W �� c 6N6 W q 006 005 004 003 .1111 006 005 004 003 �, 002 001 006 005 004 U003 U 6N 59W WCR JJ.00U Bu_reau2 LandyMRn'�•' nn 009 _010_.-�� 011 .,ice - agenient.andAtS._Eoest_Sewjce,-A pj *.. USRI4- 0056 - Weitzel 2 Select Energy Services LAMP RYNEARS0N Water Loadout Facility & ASSOCIATES ENGINEERS I SURVEYORS I PLANNERS Typical Traffic Patterns 0 ' 0.5 ' I ' ' ' 2 Miles Vicinity Map CR84 __ I C 1 r ft v a c) o) IX 1 CL - SUP-420 I I V I O SUP-333 GRAVEL MIN IN MG I _POWER LINES345K al ( O USR-561 ' CR 80 i COP.9P RESSOR'STATIOPJ'NATURAL G'AS ca cn r — o I \\.., IX o r U - r -- IX t fX O O CR:7$ -_ L _7/ - r-- p o r r r I_ .._ 4 _ iU c, V w CR 7 6 T t SITE t J J cR �74 Cr) fY O \ t-- a' MORGAN cc 0 ir i . g Si • • • - -- m 4, . ' , .. - - SITE - Tt r i, • • • , 1 Yi 1 ) 1 . is', i 4 Closest Residence . 4 . . .. j I6 Ire: F C k I 4 MORGAN I I I ` s gi I 1 N i i i 1 I DI 1 A i i � i T a} t _ 1 �' T 1 ■ �a1 1 • ri i et 1 1` j 4....w•..._w 1.........•,. . . y• ..•s.vt.t-.-si-+�r mini T 8 ♦ 1 i i i I I i S 1 f N ■ 1 76 ! �. /.v 76•... . / "'�� Site USR14-0056 ! o ri. 1 ! i • r of I i o ` 1 �! 74 . , . .. . . . , . . . . . 1 i 1 County Line I 1 I I / I 1 V I V V V R60Wt s 1 i 1 / t I I I 70 I i i i V i V T ` I 1 i 88 tem swoons no r :ea....a...es • •— el / T 6N . i s/ iii $ 1 Ell i i _ I 4 1•% iii-44717.. •_ `a 411. - .. -I-417 • .4• _ . i,I .1-_ . MI _ t * ,rr ` WI 1 ' , - illialli _ iit • f s 1... SE.; . ' • j l • 7 «1 S . i :t , ' - *IlkSite USR14 -0056 , , • - II r 0 ,.;74 Iit ti County Line r 1 ■. gitiki. - i .. l'iTh.• . • �:. ,_rte 1 t . - • _ _ . III y1• r .y •• " • ~l% ' k. 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J• vA.Q -�f /�ri pie, �RY70! � i . - ______ I . - ' �. f _" - / ( it i/ / r // / /" /' r _ r- -/ •crew bwe wk recc ` i // .., e _-- 7 7m M' I - _ _�-- - .ayth o vnn+mace • ,- -_._ __34__ #- Ill E 171 E E -1=r#. { n:n r� 1. /r' I 1. I V Mitt i 1 ,' I I MN] nu I 1 wawa `Mm ec react / / II STIYUC .13•0 MUM •6L•%eR I / E� - I 1! r// / � i 'S kini N I M I trra r .- i IIIIIII CYfAOOa^r Yf1A+• I • e'Yw" oso.e /" , . 8 1 I i (POT. o...wx„� I • I I I . ee 1,00170.:• :-ant• I I I E 1 I - - - - ' U $ 1 it • - b 11 / _- . . / / / / / / r / / _ �/ / / - r r y 4. . / , 90.05 AatE PORCH. a I I - —x a x.-11' I - , / LN9E9 SURFACE ! M1.EF/L WC. /, - .--/ drawn by references0 0(212010n1 oa USE BY SPECIAL REVIEW, U R XXX KJWo212o1oFaoa 0212010F100 designed by JET PART OF THE EAST HALF OF THE SOUTHWEST QUARTER SECTION 33, TOWNSHIP 7 NORTH, RANGE 60 WEST OF THE 6TH PM, reviewed by JET WELD COUNTY, COLORADO filename0212010A105.dwa revisions DEVELOPMENT STANDARDS AND NOTE$ ?\il i :{' NORTHEAST CORNER OF THE NORTHWEST QUARTER CORNER OF SECTION 33 // �I FOUND 2 1/2" ALUMINUM CAP �y, STAMPED LS 30462 - \ SOUTHEAST CORNER OF THE SOUTHWEST QJ�^ 3560 71' - N52 84 E T QUARTER CORNER OF SECTION 33 =T _ __-\'___ 1 - v FOUND 2 5 =_ �; ;;,�� (STAMPED LS 30462 CV CAP cV a . � O w/ W----W- / Q m ND II—y _W / / —�`� / // &- IX (� , '� - - - II X / -w-X-r- i , - - ,, I o / Ij tl { I I. I 1 / / j l C� U / 1ILI I i / I Y �I III I I / 7 ,/ , -- II II I x // I / ' / / ' / ; � r-w03 7 ( i llJf lll . I / // // // /' � � / / M YO W U co z 7, , ' U Y x / , - 80.025 ACRE PARCEL + J j/ I\ I1 UNITED SURFACE & MINERAL LLC. I 0 Z . V I 60.00' COUNTY ROAD Q LLI • 9 RIGHT OF WAY PER 0- O It \ BOOK 86, PAGE 273 I 0_ o Ce w / ( '// I >_ N � } 3 II coo N0'17'19"E I II Lai 3560.71' O I Z a z IX It 0 vs s c13 IX 1 I I CC O I, Inr 7 i Q pc) I � I WI n '`I SOUTHWEST CORNER OF Z e a SOUTHWEST QUARTER CORNER OF 200 0 200 400 I J I SECTION 33 FOUND 2 1/2" N ALUMINUM CAP STAMPED LS 30462 CC LJJ Z SCALE: 1"= 200' � 33 Wo 3M LEGEND ( -I Z Li l O BOUNDARY I24 4 29 SIGNATURE BLOCKS I- EXISTING CONTOURS 28 SECTION LINE THE UNDERSIGNED, BEING THE MAJOR PROPERTY OWNER(S) DO HEREBY AGREE TO THE SITE SPECIFIC N DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW DEVELOPMENT STANDARDS AS DESCRIBED HEREON THIS DAY OF A.D. 20_ W W WATER LINE X FENCE - x EDGE OF ROADel OWNER X x X ow OVERHEAD POWER 1 In OWNER SIGNATURE M cc POWER POLE e j 4 SECTION CORNER PLANNING COMMISSIONERS CERTIFICATION 4 32 o THIS IS TO CERTIFY THAT THE WELD COUNTY PLANNING COMMISSION HAS CERTIFIED AND DOES HEREBY RECOMMEND TO THE BOARD OF COUNTY COMMISSIONERS, WELD COUNTY COLORADO, FOR ITS CONFIRMATION, APPROVAL AND ADOPTION LLI Z LEGAL DESCRIPTION 63 / ce OF THIS SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW AS SHOWN AND DESCRIBED JJQ o THAT PART OF THE EAST HALF OF SECTION 33, TOWNSHIP 7 NORTH, RANGE 60 3 THEREON THIS DAY OF 20_. CL WEST OF THE 6th PM, WELD COUNTY, COLORADO DESCRIBED AS FOLLOWS; THE EAST / lCt et 979 FEET OF THE SOUTH 3560 FEET OF THE EAST HALF OF SAID SECTION 33. I . THE SUBJECT PARCEL CONTAINS 80.025 ACRES. 7 O4 a o ( WELD COUNTY ,..:C /f CHAIRMAN, WELD COUNTY PLANNING COMMISSION W a a WCR 74 M0RGAN COUNTY J BOARD OF COUNTY COMMISSIONERS CERTIFICATION NJ a THIS IS TO CERTIFY THAT THE BOARD OF COUNTY COMMISSIONERS, WELD COUNTY, COLORADO DOES HEREBY CONFIRM t AND ADOPT THIS SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW DEVELOPMENT STANDARDS AS W DESCRIBED HEREON THIS DAY OF A.D. 20 . 03 3 5 W 4 (n CHAIRMAN, BOARD COUNTY COMMISSIONERS ATTEST: WELD COUNTY CLERK TO THE BOARD job number-tasks VICINITY MAP & SOILS MAP 0212010.00 SYMBOL SOIL TYPE SCALE: 1"=2000' book page 4 AQUOLLS AND AQUEPTS, FLOODED RY: DATE: 0212010 7-20 DEPUTY CLERK TO THE BOARD date 33 KIM LOAM, 3 TO 5 PERCENT SLOPES 8/27/14 63 TERRY FINE SANDY LOAM, 3 TO 9 PERCENT SLOPES sheet 1 of 2 J drawn by referencea� ozl zol Dams USE BY SPECIAL REVIEW, U R XXX KJW °212°1°1°°°0212010F100 designed by JET PART OF THE EAST HALF OF THE SOUTHWEST QUARTER SECTION 33, TOWNSHIP 7 NORTH, RANGE 60 WEST OF THE 6TH PM, reviewed by JET WELD COUNTY COLORADO SOUTHEAST CORNER OF THE SOUTHWEST QUARTER CORNER OF SECTION 33 FOUND filename 7 2 1/2" ALUMINUM CAP 0212010A105-dwa STAMPED LS 30462 NORTHEAST CORNER OF THE NORTHWEST I I revisions QUARTER CORNER OF SECTION 33 EXISTING ACCESS I FOUND 2 1/2" ALUMINUM CAP TRUCK LOAD-OUT WITH PERMIT NUMBER / o EXISTING BARB WIRE FENCE STAMPED LS 30462 o BOLLARDS EXISTING GRAVEL RIVERVIEW FARM LLC- PROPERTY LINE AP14-00037 6 POND ACCESS EXISTING CATTLE -\ _ NO*17'19 T 1 4' GUARD 5 i - _ _ )( Y Y X EXIe _ SJNG' CATTLE GUARC : ' '; EXISTING WELL ACCESS ROAD •,'`, " OF y P v WATER TY POND TOP DEL 4930.80 oe x PUMRWOU '.. / -_ � - n' BOTTOM POND EL 4930.50 O / WATER QUALITY VOLUME PROVIDED = 1,100 FT' / /7 zt 7 ..-- _________.----:/I / POLE (TYPICA� ,-- ._______0/________w w,- W W--y W W W-7----W---W /EXISTING WELL ��X� I�TIP0WERG OVERHEAD // EXISTING VAULT / �— / / / b ' / FOR WELL /—\-:_�X" / / / / o CN _ /-- \ - - - — — - - - x x x x x x X // X x � // / / / / / < < / / \ \ / / 7 / NG BARB WIDE FENCE / ��n270.00' — \ X / 1` IX N TT \ / EXISTING MON TORING WELL TO BE / I0 I , - I P 1 / ABA ONED WITH PROJECT / I \ — y I J 3 \ / U I I I I / I\ // / I OFEGRA EL ROAD XISTING EDGE /\ H I - 198.00' // V / / i/ F/ � / °� o / / / / I / 0_ 0 O D 11 STILLING EXISTING E /2 / OU'/ O 0 II I N o EXISTING �ARB WIRE FENCE /// / / / Q EXISTING WELL WATER 05 x / / / ,-- // / /lII I X Z + J / 0 Z - w H STORAGE POND LINED to // \ Q W WITH IMPERMEABLE LINER // / \ / 0- 0 I I J z / x + o I AREPy WITH FENCED / // /' z ent >_H BOUNDARY 10.80 AC. / 1 I r ... N it o j o EMERGENCY SPILLWAY / / / / U l .4- CREST EL=4937.00 / - I z SEE EMERGENCY SPILLWAY -- I III I SECTION (THIS SHEET) / /) /// // / -- — ' p 0 / m I I11 11 // // // // // D rnM CW7 / /} -/ / / / // / pa cOr °` z Cr:) i tc CC M---- -__ _ _ ____ --- '''''1/// -,r/C'''' \ -'-- -'-- -'-- ----5 .--- ---' -'-- -'-- ---- M /}/ 80.025 ACRE PARCEL I__I I I n x x x x x x // // / UNITED SURFACE & MINERAL LLC. Z a CC// W N // n Z EXISTING OIL WELLS ` \ U AND STORAGE i 3 0 O CE i- w - 60.00' COUNTY ROAD / 4:::C < M RIGHT OF WAY PER -/ M - J BOOK 86, PAGE 273 _ �{I 3O& ' 30.00" ' W 0 (.-nlaS) 11 W W/ 30 r — / & x / x x re) x M I raw wiz I w a PROPOSED USR BOUNDARY 3 60 0 60 120 J 0 SCALE: 1"= 60' j a J c� a J W - -\ CL NO'17'19 E d (n UNITED SURFACE & MINERAL LLC. 3560.71' LtiJ ) .i 3 m -0 LLI tn o ELEV. OF EMERGENCY II 1 SPILLWAY = 4936.50 LEGEND ELEV. TOP OF POND = 4937.00 SOUTHWEST CORNER OF SOUTHWEST 6 ------- QUARTER CORNER OF SECTION 33 3:1 SLOPE (TYP.)+, BOUNDARY FOUND 2 1/2" ALUMINUM CAP == ==�`'�LLy`yLL�LLy`yLL�LLy`yLL�LLy'y��LLLL++LL`LL;+ STAMPED LS 30462 .. AP --.. .... LLLL- LL _ _ aIP OVERHEAD POWER job number-tasks EXISTING CONTOURS 0212010.00 POWER POLE book page SECTION LINE _...----ear'� r a4s W W WATER LINE LL SECTION CORNER date 0212010 7-20 >'� S�k` EMERGENCY SPILLWAY SECTION x FENCE GRAVEL 8/27/14 N.T.S. sheet EDGE OF ROAD 2 iof Hello