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J6Jt LI CCu "StrR write Iasi • S LL rX1 i V J SL l_ }•-• • •V, -L! •-•-I AYYS-} }YAM crrl. c • 4 S Ca. 4- ✓ l v • r • . . -C ire. a. • u 1.8 29.4 t7RWWI hc. hLtiUfl A -Ch -1U1 C U a I N 1 2 s J. 2 a to I B i C I 0 I E I C I 1 H 3F.ramin-k anc. r.OrO USTCR 0 1ars'res,.alty. rrn-n,ov .rsr Eruct — . ttttttt� Oo.JT4•CTIa4 • I MID WI G7 L"TQFS.CE rszx wcu u u I. new YOal .aav ETC bath L 7i[ Cros•try mac P LOT PLAN AUISLPI.4111 LUMP 141t S•uIL7 I.: a I AI AU Ft rya K{ELI *O6il SOD 00 to .C Fit'Tif1N } c Rlft Rita US R113- ?COX c - PROPOSED LFAR E fist R C LOT II- Yu MPIti act El -•—J t-• Li c. TJ se= t 0 0 FP JLn srfrtii. xrr 1 i SI Lfl 8-.60-••••40.0 " +� .� sae ▪ z.t 'tip — _�+ ar r l re r} 1f 1 i J WPM C.0 -ST .LPIPLIeral.C.FP r-Ca-nan ail SRS L fleflt WILL yu I..< i r Rill • I _ — _ - -4 cors'FsSlam W .Tali awc Yal_l PGC. Ms. •a r ,� +ti •mot � R 1• IS h .04 �v.um' rig yf� at _---fir „Lna OdalrL'catA• 1•r wJua ....IS { Jr teas I. fib pa -arc TALC War RCICJ.'r.". •YL.7PSFF1 LLC 1St . ts]...S.TJ1Y 1 �.X lr' w 611-c1 x o-rw _FM � . It. it t tsC.n O. Zi I ORA] 1rr.-wa r1 r PCP Yr= Rw-IILP Jitear X l r r r _reC f _ C.aoa!•d cv ••• caaa^r.I OM .Y]f XZ COJUr, =IA O Ji 11at.O 09 LILT •, rA LO IMO CI .O ! . C .Y•JYJS 14 LS zt O k t4 tCGt 4C1 CS La: 91 XJLY?lSX Ii at •4]•tCr ICI 4u rctGr: Jt•CY 1.001 Kn l .LJ6 Jt4 CC O. 0:11=0 S S rRr I04 40 u• P.I,Cast 112G 4C.. 09 r,R.�r J{•t•C lt:•tst MAI JC! ICUITICCP -re.. wt ..R... flWal ex ex 9r •rrr mice I PG.r�.y 1 Cala:ITV O•41CTCR rct Mon -r PROJECT SIGN .AJIc torn _w _. • .t. •-•u I sssa SCLLC: •' • a:r LEGE ND I. IST\K. FtG4SFTy I. WC Jar n -a. I wr tare-rrsrari,2 a n i. r f -V riuwr o MN a cww ta.aa9.- v OW .1RC.vJJ rla -c r I' .r 411C1x Malta er4AW I T! Kir rr a as run o era' t S .r uttS I JS IMC trait L f 1CCDCA .c - ZEL-04;01.49WP- •- I MCwXJ MISC. w 4C1. JrcJ ism' Rt44wr't14StA LIIIMp7Ek Call laden you MY. • .Y a t I a an am UM. II • a. II mteas �� ea ra . a... OS Li. y a 4 Y. an}...v. a►a r waas J a J I la J Ian. S a v. .ea.we St •t St4ct a S!R-h'I 4G.3 !3 :3 C verse lc, ahz II Y#' C i 1S2.9 cr.rCt L Si 5-174H Tl S••i•CPT ClbS I I riil • is r..+. 1-tf'Y P. C•• 1 a 1 0 h II ir • ••r.0-)il 16 • •r.O-}d • i. •.rs44d IO ,O.CCY VOW WAIN LI I Or tttu •Lc 'Mt a0 COu4•'+r4J Wihrialrnri orr ��C�-- 1n CL` rtnC rat. Ca M•. ]albs Jtl •Ss J6••• -•J1• ••••••• ••• t.LOIa..- •a ass J.a as TR Lc' PRP rGT II 1J II R AJ 6LIS 4 G9•a •St 5301 Srar•O 4 Yi LL PASS O J .at- N F i&O C 7RFiS.S -O W - NIr r. rust. rap• PLAN 1R?144 PR r.vi PPG hit Mg FR .e,cc CC 104 I S i C O I E F I G I H 1 z a a 1 2 1 1 B 1 C a I I F I G 1 H f I — }T,d �' e NOTES 4hy' ° •I 4614 x654 �-{'^ / 1 FOR GPA DING PLAN NO TES ASO AEKREUTATIONS SEE CRAW PIG ACS:a.so1 X / X' l r ■ 4617 4632 `�� I r 7-` EtOSTING ORAOE TOP OF BERM N r I 4660 I main ORIFICE EL 4646 80 4650 PITO, SnALA BE UECETATED WITT, PeATE WELCEU wERO CCuNTY MPROUE0 SEEL, Man 6D I FINISH ORAUE _ TO fhV OY@/IRL poflU OUT tfT Q1LIERT TO STAEPLI E UP 1G Puts ELAN y ■ II51 46x9 (SEE DETAIL L'I — �2«t OF IT' UNP 5 • CGS% 46+8 USIIH ErEEPI WHERE CV NAP I OUTLET POT TECTLON LS fNOICATEL' +*. r. PIPE I/A'Eki ON RAle3 LI:,rt oLIIra;A.. 4646 I•r EL 464a5o e. IV PIPE UIiERT (WITH MS) Out 4646 EL 46a4.+S ?;}• _r :L dl -lo s_!H CL ELF 3- :COI O 1'fe "rl ' ' chs-.9:I ---- V` iA L 7- 1.11 i^ I. f ■ 4644 - 4644 .r. —3iw2 Rs.27 ::n:967.',3EP �— PAL ux RWLD t._:,i.ro: 2[Al]P IV - 4h.h.'I:I (.nAL'E 1b= •` 464: 7A■.Elt/$ NICRO OOL It iN EDLLLAA4 TE •te42 AI u- fEt5 _ P3fPE 1 �~ a'I L ISEE CVITA:L EI III III- I Too OF Ceuta v.0• ABDtT TOP 0f PIPES — — — — — — {_Ta::f RCPT' 4640 DJw LINE Of 4640 UPA'.NAGF U17C'N N l+A.a R.S: I , ■ I eL11t{4•..EPA� o,m U • 4 o.Sll u• = 1-w I•-� I -� l4n 2.00 TYPICAL DRAINAGE DITCH SECTION >. °JC:4Lt I'I 1' - - t.:I I::• d-r:,\IJ SECTION - DETENTION POND OUTLET SECTION 61:TT!,H :,° P:ri11 N I III .K- 'I, U 3IKIEP7. 2 31iiEE1.32 ■ I' - :II I'.UIg2O64A- I. 4 IEUX:AI .A CS9 v E 22c -.7:'c ra I ri 1( 1•.6:1 114: aa,!'. II'S!e■1� I1 aaPRl■O Ih1'mei �r. YaRRta' 401 ��■ 35."•_c 1:'YU)LC C+I>-- =If' ,Iwt• b T'/Q 0.17 = P. J.,. TI acu 71L J.Ii�4L31 111!. 7'�. WgEY' I :- RS t b iiaii.ltl IIRyn ElPlalt� -. Jt, tuaWe 1Bf4RN OINI. 20' l 133 asas NI 2 . 3iL I _+ , Top OF BERN 2 -MI PSI> IL 44434047'TW■1'96 7Et}yr Valmont y ■ EL .18 an $e 1 F: I &B ICEt 1 4115B VIT•44 * - Canal r■■■�■■ , SKfil 161 .411LP.141 tratatik Tape!■!ttnd bee TOP OF SPILLWAY EL+645b5' ,I I ��rar■�■■■�■■ t� � ■ ■ • - a =:" '4444 ; ? ' : ; :a i , i- famed Anon WCCO - .LKO:It LIiIal.NdAmy Li7N■• iknii.WOltr a it 77 III ` III' •K ti U ■�■. o.. •+."MP - ' : ■� ' I �i4 F1: ,>fW, 944'■+av YIR'FaP4+J ■ ■rr�■ � r . .' . . ' � .i. --t• a■■■ems 1•.`.141)1•.`.141).•.41.................._:..c • '- NL■II. �'-a'Y � . • -'- -p • -' ; v'' . DETAIL - DETENTION POND STAGE -STORAGE II�I o -Dins: ■u .,-'1..,.r-.+IIO4•14I FES: .■■■-, ..•-:VAT-CFlFIC5'Le IV I'YCH EI NI• C4'.t YI L , _'��Nt•N.61.0I E 3'_CC2.CE Er'tSAYS'TdR I I_2 EI"IBBDEO O C32i2EC0.92 II 4r.1•.1a E S19rno eenrl 5' EAH0ESi'ILLV;I.CCC•T.'L F1 4r44.II .I OPENING AHD+5'DEEP �14CRHL1 DUVET (20LXQS'0X 8'TH14K1 PIPE 1 SECTION - EMERGENCY OVERFLOW SPILLWAY 1 NOANEORoRAfE yi -h:Tlr1.'.II'Ik--L2C•117C '5 'x - 7):.5-.3iirrrr.Fu,r Mi•1 N.••, '.NN•jiJ Ia r. srn. N 177°17:7.CC :L•�MINDILt 2TtIMMNCHOR1. Y WILE:50E PERNANUfACtWER P SEEDAr._APSEy A7nEL IdPTiONC0 BE 4646.01 Lr �^ •G; f r N. EXTEI�' ASP RAP 3B•LRa.SN %B•G -} ' BP.LLNA. EL 464ids .-e" RUHODWN TO 1, CONCIIEWA ■ I 20'W% 20'L X IS THICK IYPEN � - I.1"` fENEEL!TIE { IT U'T PIP RAP OLIRDOWN OBERHIkAR."ll�• L4 IVFMATTOPSOIANN BD ITN i• I t1IF _ 1: "'!:' {EATEN) TO FENCEL7NEI BtTTOK Of P4NDII '■�■Ti�■I'L'11� ~� I , L■lii: ISOMETRIC VIEW - -.. MBEDDAY OFF - IN Pd110 BEfft UV P Min I,'•ti I 5' EACH SIDE OF SPILLWAY OPENING PhD 43' DEEP IS' :HICK IY[tM PRECAST 2' R 3' CATCH BASIN STRUCT MEE ■ (3d' LX 4.3' H 2 d THICK: SECTION OOMPACTEd BACKFTU. • EMERGENCY R1Y RA/' OLUGS I LE PRECAST NO0EL2Td•CIt Coll EOuc,M WT lirtildfaCTialE0 RGCORDINO OERFLOW SPILLWAY TO ASTN CO3 MO RATE6 fdR.HS•20 LDADINO ! I I —.fL\JLYERi OLEEktnt (P (PEA PLAN] 1 { --„Lb[¢'T 1 c>.!\T 7:' XI 112 G- J` s -Q.—: 1` \ L{ir,y ;: F7tin .!I co f5 P:+VII N 1 • '11.111 11.1 �, IX'DIAPIET6IT - - - - SET Ott TOP ■EGE — Gf STRUGTIIRE - +: N 1s. CETALIPIPE( •r r T7•A7c_ c/ ■ I is.. I9.21 19.21 M. it:44.%h EL 1C 1. .45 I L:- 1:,'I:FY.tRI: t J:-572•.;13 I4• THICK SIEEC nETALVIVE(EDa!1 f • t .3:-16.0!) ORIFICE PIXIE WELDED a= _=c� rl IC•iG.UJ i6IILu OF triVrAORISC.E W OUR '� 4r. 1 „ unii :PICE PE N3 UPEN1t� • NOR IN P/G�EASIINN. -71C it twin* WALE R•T RIM ELAND SUMP EL Hkl /y ■ tr J - - - - - - 'Ul'OE IUU YR URT FE CE Et 4645.2+ 10-5 'ill' F1 f CENTRO1O OF 100•YR OISE:RE EL AMMAN L 4 ,, f CL TOP 7> EEF, ;LYF or J:R4 V P o E3P2347.• ■ l 1 80TTOH OF 10d•YR ORIFICE EL 4144.74 PLAN VIEW •..5 Jf/ ::4.12-05.11 E iT 23S7.]i " =. -h- S. -to -,...5.4 a• ®OTTONVI- PE%TEEL+M45s 3 DETAIL - DROP INLET MICROPOOL STRUCTURE / J I I t I l� OUTLET PIPE INU6RTEL464450 I 1/f es a, 811 NORTH / ° NOCK ORIFICE OPOOTTC tr' t, 'F 4 IJ491:se I u -C '0 ...,u as . DETENTION POND ENLARGED PLAN DETAIL - DETENTION POND OUTLET ORIFICE PLATE - °� �,y�,.:Gs■r•■`.■,■_� SCALE I. - ,U' 1:.410 I :ll .' Rift�IIapaiml�� O Wigs '.�'I� C bears pal dig a . mama 4 64 • -n . t. L+wt-+.n n ml. bit ianu• try ran n GRt a'-.'p.a�a.e..:,;',..:It:. tut MI6 4 Mill tilt YIP cep' a a It Cliff DI Nnenrn&.uwl. le em. RIDptIAmowi ': MUM It fining art MI ,t ■Atttm•n.NIE,W NJ. DI (Wale.UY . Are gna to sb num tt� b .4 Ou aJ•IW c& aim user - AS SFzr'i:'1 +I ti• ROCKY MOUNTAIN R ■■�I�-y�/r�■ MIDSTREA1I LI.C �� Rai'. Psi :,.,_, l4t: LO C9'U tITY,fO -1T--E =_ S: -..'. ._'T1 '14L ':ul.v II u':ula iD:l I vDq .3 t tt�__3.I'�+� E�n03 U I WILUAAIS DJ BASIN EKED CGILIPRL$SION CIVIL GE%F.gnl 4 P, , G�.•EJLIG AND D-U1JASE DE TAI _:> LVy ,Pay 3�'! m uu.0 It u'2ulx AA'!"Ki WJ - -' }'a t"'_ -L"" .f ,.11 l'EALL.1 �fL iu ll'1I Y'. I -II - ••- .'III-u...4r. II IJ..YI:l Samuel Engineering CO,'bar/ snb. ,., ter: I. I. > F • Nal _ 6 T • elu .- - • - • {'. - t D >-.1 • 1111 . * �'•::.t: .. Ar=5'-CE-602 A R? `_R: ic: 3•. .5 Yt If{6_. El a. IS IC'I5 .. ::r. !•1`[ I • :P.•:v:I%•ca...!L . :. P-:- rt.'1.! 11.1* :.'.M-a::.a':,:R:.:, l: III Io::..a:I1.-e:: .E: IS IC'J. A 1 6 1 C 1 n 1 I F I G 1 H ' .. JS G ., Y // a fr' ,. 4 I Y d V ,er j 1 T NOTES �• I;fiu:, w. • 1 ^ J 11 Y .11 11 II 11 11 �� ^ ^ I I rHE AMAMI O0M19RESSOR STATION PO:MOSSO SITE SS I LOCATED IN PRAT Of ThE NCRThEAST 114 OF SECTION 26. TOWNSIdP r, 1380200 I N a B r1�}i� f ff J f f r f / P I j' r• / / 4'1 1156 C I I I + II I i NORTH. RANGE oS wEST, SiTh PRINCIPAL MERIDIAN. WEU3 COUNTY, STATE OF COLORADO 2. THE re SUtrEY FOR TINS PRO1ECT WAS PREPARED OY ACn.M't INC. MID WAB NECEI4ED On LU71612018 COOR ONTAI0ATUM. NASEO CN {70VAMDO STATE I L4IE FE,Nd0.TN AMfhtCAh NOn:iOtITAL DATUM. 1983 (US S.t' EY FEET) DATUM. LNES,NORR SURVEY •,,ERTICAL DATUM: r4OATM AMM;CAn VERTlCft DATUM l988. --_-- �I k I l �{ ` WELD COUNTY ROAD 43 U HYDROLOGIC SOIL GROUP DETERMINATION iS FROM USDA rvim r. 1360000 I I. ix / i •� t 21.r � .— r N - r - - r /J x, } % - _ — r vi ~ _/ - NATURAL RESOURCE CONSERVATION SERVICE WEB SOIL 4JRl.EY. CONTOURSSHOWN ARE ARON TOPOGRAPHIC 9JIIEY a AL'OITtOn,4t OFfSITE INFORMATION FROM PEi�MT AERIAL IMAGERY AND ONSit E INSPECTIOtt. i NI.r l r r +� J' _ - — I �', � } r i/ EXISTING L€G€ND �� Thi OATIROlO // rr� SUIc - EXISTING NAIOR CONTOUR r. (310800 ./t 1P12 I:r a F . +f Tr Ili 1/ 4J — — —5002- — — EXISTING MINOR. CONTOUR ` I 5006 PROPOSE() MAt*CCaITOUR `• IN c:L i teill ,.• �� /dir- DIRT ROAD ^ f S0U2 PROPOSED PENS* CONTOUR EASING '**NATTO,ION •-../� 1 I. fFf 1 J ell �~- f ORAIIIP.CE RASA EOUTmAAY L Il F. :• M_.Ir'� 4 f .--e / / DRAINAGE BASIN FLOW PATH rv1379ti00 l L--"� _ _— -./ Tt 111 v 1 ' _-___ __ - -�� ----, -_•#" __ �� JJ Jt __ LESICM POINT ELI y ' f'/ .` f. J.f. , �r 3 I -air---_--- DRAINAGE FLOW DIRECTION - 3—'— LEASEeOINaARY BASIN Ex 1 = f -- I re' �` ^"FtSG I HYDROLOGIC SOIL GROUP J IR(S) D _ ryt � ^ N1370400 ti� NRCS WEB SOIL SURVEY DATA I 1 � f,fr, f tali J f f gi• . f^, ^ i SYMBOL •"•t1•iW1. trA24 II fr' i II �I D f O s- e i � % 4 ��_}rrs. .- —��—•_— —.- I I 3 Aquous SAU6STMTUM GRAN LLV ---._—___.._--_._ _-.-- I *f f 0� ___._— —I 21 MOANS] CLAY L.0AN l 0%.19LSLOPESJ j+JJ - dir f f 01'. �--!l I Al NUNNCLAY LOAM 10%•1'KSLOPESJ r, 13-70200 -+• 1 O _ea' ..-•°. r —' .-• ..__ ...., , ,ter`' ___. , _____ aurarJr , , re. I !, 1319000 x /�� ,..L.......2" ` L. . ^ f I '. .-•''.r ^ +iii 1378800 I ^ llr. + ��' I NORTH o tai IRo' ;00' i100 '-'" I _ a•- SCALE: Os 200' DRAINAGE BASIN SUMMARY _ {offf.. LO YR AVNOFF 10O•Yt Au NOS! LO•Yt PtAR PLOW tea- PEAS 811 a•" eAsm DESIGN POINT DESCRIPTION COMMIE nen AREA {ACRES: HYDROLOGIC SOIL GROUP 111903 IMP ERL70DS AWL.: IN BASIN FLOW IENGTH (FT) BAs.new sum l'K) cDvrlCltlPP [.. OO!lPIO:tlMT el' inn {0P9,1 $1 PLOW MAT! 4tP9;, $■ I I` 1 ` 4 E Tel ELI E t3STIIIO 'MICA BASIN ENCOMPASSING PROPOSED SITE 20 SI 0 2 1 ,VI 0.01 I! t. 0 80 424 27 'X Sel PM* Mitt bag& Mill kin WSW - ,;yy IIIS•s'1..'�ratllt a•r+.a ads Claw Inc Dia NI MOW DIM I. YID DI als IW1 YIIp111Si 'ti itnitDTSINly: 1101 brim x AMNIA. :i 1111.1. Nn • 1 , •e mum dal lr r .. 11.1 dtb urn v=. t I• - 100' IAN tip' _-r-p ROCKY MOUNTAIN r+y� R,-_- M IOSTREAM LLC Bajil'1:9 •lU.tC WELO COUNTY, CO f TITLE PROJECT NUMBER Malls Pt CLOUD 11Pt0t20ts AUBURN COMPRESSOR STATION WILLIAMS DI BASIN FIELD COMPRESSION C IV.1L -REDEVELOPED DRAINAGE BASIN NA 18 2:94 maw M CLOUD aft9f2OLB DRAWING NUM®BF _. _, .SLED FOR PERMIT Uf20f 18 NYC r,r.,. M nUR C.An ui19t20IB Samuel EgllEGn n i n g L.L. VIVI a*: S,I, •• - I- v r • I:u : • • .. .: L t;II •... _ - _. D i-.■ • I:u ••+ • n:11i ACS -CE -61O R E F E R. E N C E DRAWINGS REV3S IONS OM yi - I . :.•i...:... is I I . • N. to l: ;,r. x.._: •:.. _., ..ul� I.-. ... n.t'. :avis.:VS A 1 1 C D I I G 1 H A 1 6 1 C 1 n 1 I F I G 1 H '4 V it' G ` rt -. •� 4, Y Y d V , '_•' 1 � NOTES 1 _ ' 1 u J• a u II a 1 II •' " " •' •' I I r16E AUBURN OOM19Rf JR STATION PROPOSED SITE 95 r . I u2C ATED IN PRAT Of THE NGRTH:EAST 114 OF SECTION 26. TOWNSIdP n 1380200 1 NSG R 1 ACt • % f r f f / , f 41 MSG C I I i I + I i I 3 NORTH, RANGE ES wEST, ETN PRINCIPAL MERSDI . N. NEW COUNTY, STATE OF COLORADO 2. THE SITE Suitt FOR THIS PROJECT wAS PREPARED ET ACflM4.1NC. MID WAS RECEI4ED DN I0716:2018 NCRI2ONTAL DATUM. EASED CACOMMIX?STATE PLANE CWRDIN TES,NOR TN IONE,NORTN AMEkICAM NOILUONTAL DATLRA. 1983 (US SURVEY FEET:g ',IERTICAL DATUM: NdRTN AMrft;CAH ME411CK DAT1tM 1988. - - — - - • �• k I l �{ ` WELD COUNTY ROAD 43 I HYDROLOGIC SOIL GROUP LIE MINIM IION iS FROM USDA _--- r I O" %� !� I I • �� '�,� A► 4% 21 N r ,,,,-,..--e.• r r x,r - } f r -- _ - ~ �.. NATURAL RESOURCE CONSERVATION SERVICE WEB SIiIL SMMtY. a. CCN1OURS SHOWN ARE IRON TOPOGRAPHIC AL'OITiON•4L Gft[SITE INFORMATION FROM RE.�NT AERIAL IMAGERY AND ON4i1E INSPECTION. n 1340000 �-�-.` r .--r-r / P l � •,` 4% r ..•r r- - r - _ _- - f a„ , r r r r --- f/ / LEGEND ,+''�f f BASIN PR __,I, -2 M� \ roniiRt�rr� SUIC - EXISTING NAIOR CON YOUR r. 132080U I F} e , :'r -IP:S _ J /le - - -5002— — — EXISTING hiNON. CONTOUR � - 1, 1YESIGN PO N I' t 5006 PROPOSE() MAAR t0Y1T0Uk "~ . . �� I r'%• f` ExISTING 0181 ROAD SOUR PROPOSED 1•EfGR CONTOUR EA SING IkpIGCOO, DESIGN Pk-'{ 181NT JIJFf f e ---Br f ar DR.NNtiOE il•,S(N 6JuMAkY COO, — — - ,r .� �` f / f ow. �• DRAINAGE BASIN FLOW PATH N. 1379400 _ �' tir r�r. - 1 ' 12 -./ { � --��1-J \ BASIN PR -1 t: n+.. f �' 4 f T j*WO R -... �+ f r _- 1.)ESlfil POINT Ex -1 f f o . �— � DRAINAGE FLOW DIRECTION 0 Do;J� 111 D 1 -- BASIN EX -1 ! � r r I HYPIOLOGIC SOIL GROW (NtCS) MSG D !EASE BOUNDARY _ "' a�rlrl f I' I I y�.Y r �; c I DESIGN POINT LRd le f I r ..__lll C:IC .CSI r Sal I tK�.{ {+ f +` r, 132040 i i iII r. f y I NRCS WEB SOIL SURVEY DATA a4- M M 1� _ _ _ 1 3 - f r r •rr } .'f +� SYMBOL I 1' .I� r' r `M I• sMs 4 v; •_ 1 L .I I MSG D r / f O• J 1 N.IVAR LOAN DPP.. L•N SLOPFS) e r' .a ,. es -N. %: %� r. C£5aGI/POINT f .A�i :•R�'^- /.�. / G Q r• AC „fr..- ±'' ��.__ _.---�•_—__�-•�--�•_ I 3 I& UWS ID AQMNUM GRAWLEY i - ' 1R -L (WAVER! II f AIL" 1.4 '� —..�--�._— I �'• .: or . —I 21 MCANO CLAY elMn IOA•191sWGESJ I� I - / ree' re" �q x r� I al MUNp CLAY LOAM 10% 1%YOPESJ r, 13702110 ! 7 / > �• .rte 1 lI . arm AY' r �r\ • �r Os- ••-"- / -- r. 1379000 1 �� ` L. ae `r'' . f. re +'• ii r. 13'19800 I r ..—' ill �rr. . . I I JNORTH 0 L00 200' 400' 666 ' r ' ` - ^�" I SCALE: t' 2O0' DRAINAGE BASIN SUMMARY BASIN DESIGN VOIMI DESCRIPTION :-uA 1._a..1i 1.! lM7r.E:. F.YOMLCIR:IC`NOM GROUP OAS1J INTO-1.VA, . l'N L•.i'�.P, rJ�'N LENGTH iFl Hale HOW SLOPE PILL) LO, YR RUNOFF COEFFICIENT 10O•YR W/AOF! COIF F!CLEiNT IO.VR REAP Flow RATE {CYS) I0O•YR PEAR FLON*ATE {G#1) Cv Ca. ,Q • 4,.. Pk't PMI DEVELOPED BASIN TRISUTALYTODETEN I,31.PUND A.33 C St., •,'i0 0.003 0.34 0.71. 5.74 t<.:,. 8I ^'T' r_•- .HU IR•I PALI HISTORIC 10•YAPEAK FLOW FAIR BASIN PALI a f 0 2 :IS 0A03 0.1S 1_43 a VUp2 PAW UNDEVELOPED BASIN TRIBUTARY 10 CULVERT .1 C 2 ,.4H DPI 0.15 11.49 LEI Ill n'- PAIL CULVERT I PORTION OF Ball PR -1 TRIBUTARY TO CULVERT I I I L D AO .60 6.063 0.43 i'.m 0S2 3."i _, µ PAIL CULVERT 2 PORTION OF(ASSN FR.I TNBUTARY TO CULVER, 2 1tit O III 4','J II III] 04• •n 135 i .uv I�1+�1 WSI�' 1 �'• aI© Call " • .,v'Iy.n„ , „,:a,,, d by ianul try n•, nl } Wall ads 'I. own uC■LY bin ,'IMO!MY. uu. •..YHA • Se *hat PPY tart, I 'PIMP anal') YItltl11 nS NM :POW) rY/1Law n::. Iy4b num d�br .4. elk d11. usA er ", 1 • 14444 •CU" ROCKY MOUNTAIN -T -- M'-- 6IISTSI.REA'T'1 LLC Vlllhi1/tisI "R7tE!R .:44.44 WEL°COUNTY , CO TITLE PROJECT NUMBER •ma»v rt CLOLO 11 i..).€201.0 AUBURN COMPRESSOR STATION WLLMJSJS Di BASIN FIELD COMPRESSION CIVIL C• EVELOP ED DRAINAGE BASIN NAP• iQ27� MEN M CLOUD 114%120 CRAM NG NUMBB -. - ....SUED FOR PERMIT L IU20118 NYC r,n.,v M nURC.AN Ili 19(20 10 E gllEG n Samuel n i n g It. VIVId bn1, '. -.1!1! I. I . • 1:44 = . • .. ,: L. [;II - •... __ - F •-.■ • I -:II ••� • u1•:nv SW ACS -CE -611 RE FE R.ENCE DRAWINGS REV ]S IO NS OM DIE gi. I. . rlt< P- �: i4 1:.'..' pa- x..•_; •:.._.,..441' I.-. .... n.t. '. .cV 15.: VS A 1 1 C D I I G 1 H Auburn Compressor Station — Haul Route #1 WCR 57 south to WCR 18; WCR 18 west to WCR 49; WCR 49 north to WCR 54; WCR 54 west to WCR 47; WCR 47 to existing access. Auburn Compressor Station — Haul Route #2 WCR 57 south to WCR 18; WCR 18 west to WCR 49; WCR 49 north to WCR 52; WCR 52 west to WCR 47; WCR 47 to existing access. Auburn Compressor Station — Haul Route 1 & 2 — Closeup Image Hello