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<br />• <br />(. <br />MEANDER GORIER <br />N 406,161.W1 <br />E I~NO,OK.011 <br />~~ <br />GGRA3AiL'?' <br />1 <br />f <br />t <br />1 .1 <br />~ '/ <br />1 <br />• ~~~ l <br />~.2 ~_ <br />~; <br />EIM44~TY SR I` <br />EL~V.M96YV4 } <br />~ ~'~\, ~'v ~4 <br />-: ~~ <br />~~--~-=~ <br />i- ~ <br />FWRI <br />~} mm~ . .1111, YBRI <br />. •.' -: ; ~ ~ 9 i'se <br />I ~'- a <br />E ~ Tt <br />~~ fJ _~ _ <br />I <br />I <br />E-2 1 <br />0 M 406 06.M2 <br />EI,44Yow ea ~ <br />ELEV.S{N0.1Z0 ~ <br />ti <br />_ I MEANDER CORNER <br />N 404,)66.Bb <br />MB42 C r S4 <br />L"I <br />/ / <br />~:. <br />JS S1?E(- <br />lOP TOIL <br />eTORME ARFA <br />_. __~i~~ ~. - 8 10 E 44T~p6430 <br />_ ,,~' , ~c IS 4 <br />~y <br />~ \ I <br />.. ___ <br />-, „, . <br />_. _ <br />~ ~ ~ ~t •- <br />.~ ~'~ ~ -. I~ .I. <br />,i _ E <br />__ -~ N 073 <br />- - j ~-• _~ E4~)~b~.e)4 <br />-- _Ka~~-__-, 1 _ _ ELEV. h4)3.mr <br />B <br />PDRrAL BENCn L <br />M <br />3 AT~kh7'.d: Rt:I~FlELD <br />IX+PL~lA.4"! <br />DEVELOPMENT PLAN <br />SCALE I•Z00~ <br />2 X10 <br />I <br />~.~...- XIwG <br />,~° '*~ <br />~~ LEL <br />OMECIllO • 1 <br />MWo <br />M.AROYEp OAF ~ 0•rGOV~/I <br />.-.. rMM~ MPt I n IeugArry s <br />HYDROLOGIC INfORM <br />WAIIWGE B45N NAME ..... ........ ATpN <br />.. DFS <br />WANAGE BASIN MEP ... ..... .. .. . .. F)0 AWES <br />CRAINAGE BASIN CN......... . .. A <br />p YEPP 24 MOVR RAINFALL ........ ...I.BO IN:IE! <br />10 YEAR 20 NOUR RUNOFF.......... .. 0.41 INDIES <br />VOILME OF IOYR N IIR IIFLQY .. .. . ..0.06 ACRE FEET <br />VOLUME OF SEDIMENT WFLOW .. ..... .. 0.1T ACRE FEET <br />TOTAL VOWME q YR N NR INiIDW .. ..0.23 AWE FEA <br />PEAK 2S YR 21 iMt NFLOW ......... .. P GFS <br />60)8 <br />~~ I WEST OF EMBMKMEM • ELEV. 60T8.00 <br /> <br />W fi0i9 <br />M <br /> lPILLWAY WEST= ELEV 60TS.00 <br /> ___- <br />6072 <br />W <br />Nlw WATER LNE -ELEV. 60TO.b ~- <br /> AM%IMUM SmIMENT_ELEV. 60T0.l0 ~_ <br />6070 <br />M b 60 M) VA <br />STORAGE -ACRE FEET <br />STAGE-STORAGE CURVE <br />6DT8 ~ WEST OF EMBANKMENT- ELEV. 60T6.00 <br />w 6015 0 CLH <br />4 0 • CISC1W16E 1tF41 <br /> c OJEFflCIENr 26T <br /> L • WIDTH OF >pILLN1Y •q R. <br /> - M HEAD OM SPILLWAY <br />< W)9 <br />W <br /> SPKLWAY CREST - ELEV. 60)!.00 <br />~! ~ __ ~ _ _ _ _ <br />60)2 I I I I I 1 I I <br /> ' 20 p m p q0 120 MO <br /> DISCHARGE -CUBIC FEE T)4ECAlq <br /> STAGE- DISCHARGE CURVE <br />LJIVIVISOIV "' r•zao~ <br />rY, COLORADO J GENERAL INFORMATION N~»o. <br />ARCO Coal O ~ RUNOFF POND N0. 3 "~B'E"MCOZ-oe <br />(M6 1M 3j e6rw Bn <br /> <br />~IjERAL NOTES <br />t THE COOIpWATE SYSTEM SNOWN nER <br />TIE C0.OIAD0 STATE PIME SYSTEM, <br />MNIGI MRS ES}pBLISIlEO AT TIE SITE <br />NO N IBTI TnpgMN 1915. ALL MEAT <br />asD w rNS NErwaN EsrAxene <br />2. LLL fLEINTIWS SNOMTI IIEIIEEI ME <br />3 <br />4. MEAS !0A EMBANKMEM ANp POMD COMSIAUCTION <br />l11IILL BE QFARED AI10 NiL®ED. <br />S TOPSWL B N BE STRMNED Af0 REYOVEp IIIOXI M <br />111OER EMBANKMENT MD fRC61 POND BOTTOM MD <br />STOCKPILEp N MFA DESIGNATED fOR TOP901L <br />6. THE CprtRAGTW SHALL QNFINE MS Ow3TRURlw <br />4RIVITIE4 1D TME LIMITS SIXIYN w TNESE ORAWI <br />T THE CONTppLNR SHALL NOT ~EKCROXCH w SUFp011N01Ni <br />PROPERTES WTSKE SECTIONS 9 B K AS SHOWN. <br />B. THEE TR~TTON~ARNTLLES ~wITMWNTIE OAPLLEM IT Qi50F <br />THE BEAR MWE MO MR. BILL BEAR. <br />0. TIE CONTRACTOR SHALL COIXAWATES NS C016TRUCTION <br />NTN ANY ON GONG W PROPOSED CONS111URpN aF pT1ER <br />FACILITES ASSOLMTEO WITN MOINT GV1N~11 N01 M E, <br />T44 MCLLOES THE STATE NGHWAY OERMTEENT THE <br />UTILITIES OwTRACTOR 111E BRIDGE m11TRAR01l• NIO NIY <br />OMER AFFERED PD/IT16. <br />10. THE WIITRARW 4HALL ON0.Y WITH ALL PERMRS <br />ANl CwDTRONS IMPOSm n ALL REGULATORY AIRIg16TR <br />Fw TIE ODNSTRUCTpN OF TNESE FACILITIES. ~ <br />I I. BORPOw MgENALS SN1LL SE TAIQH FXdM WITNN <br />THE Pp0 BWNDiNY WHENEVER {O.SgIBIE. ~ <br />IY. ATDITDNAL BORROW MATERIALS fOR POYD MBA! <br />WBANgMENT CONSTRUCTgN t0 BE TAKEN FAdX <br />TYPE I MA~ AFL AS MI%4.IARY BORROW ARE4 AF <br />I! TWE I PONp LNER MATERIAL TO BE WTAIMED FROM <br />IX~~OBS MATEIfML FfiNERIIATEO ~~FppROM THE CAHSTRl1GT1 <br />flNl%WARY BORROW ARE4RFOR OTMYPF~I MATfRIA~ ATED <br />11. POND 5 TO BE OEWATERED BY PUMPI IIG TO THE SPILLWAY <br />CHANNEL. iNE STORM RUNOfF IN TIE POND MUST M.~VE <br />A OETENi1W TIME OF AT LEAST 44 M.IRS AFTER TNT <br />OOM0.ETNN OF THE RUNOFF EVENT. <br />IS THE A6UMVLATFO SEOIYENT IN Pw0MBR3 E4 TO CBE <br />REMOVED WHEN R ATTAINS AN FLEVATIw OF 6M911 <br />16. GILT N TgSE ARFAS ONERLY RE4TED TO THE WL6lTNRION <br />W TIESE Pp01p4ED FAOLITIE6 SITY.L ARDND CNER <br />dSTLMED, OAMMH:O W REXIO•FD. 1TE CwTIMC10R <br />l1MR NS CONSIpURgN pCTNITI[S TO TME6E AREAS. <br />MERIIICK AND CdAPANY <br />OEN\Bl, GDLdiMO . <br />N44d NP, q]-3376 0 <br />I <br />