Laserfiche WebLink
T <br /> <br />AAx6[lr 1.1 IOUI <br />V J Y <br />Y 8 a <br />\• , (I, ~ <br />J I l RENiF R <br />l sPaL r <br />1 +1 <br />I S•00 <br />fL WORRG <br />/ i <br />R 1 I ~ / \ I <br />~ R1vER <br />`. ` ~ *N1TE ~ ~ <br />J/// \ <br />,Q~ <br />I~ <br />,. 22 <br />PLAN <br />101 N/' o m0 wC <br />stu[. 1"+ zoo' <br />' CONTOUR 1NTERVRL +10' <br />PROFILE ALOND DAM AXIS <br />ALTERNATE D <br />DAM 1.3 MILES NORTH OF TAYLOR DRAW <br />NION WATER LIN[ ELEV3322 <br />TOTAL STORAGE 0,900 AC.•FT. <br />DEAD STORAGE I,TIS AC.-fT. <br />MAIL SURFACE AREA AT N,W.L. 4AS ACRES <br />MIN. 9URFACE AREA ISG ACRES <br />OAM EMGANKMENT VOLUME IT3,000 C.T. <br />DAM NEWNT ABOVE STREAM BED SG FT. <br />'TOTAL E9TIMATEO C09T ~ B,S37~600 <br />C04T PER ACRE fT. ~ 9y~ <br />'TOTAL DOES NOT INCLUDE ENGINE ERING <br />011 INTEREST DURING CONSTRUCT ION. <br />ALTERNATE D <br />i <br />4 <br />i <br />S <br />. <br />RE <br />TE <br />EE <br />S33 <br />1 <br /> <br />i <br />N. <br />.L <br />532 <br /> <br />s <br />CA <br />CIT <br />~ <br />t <br /> <br />io ~ ARE <br /> <br />I i <br />1 i <br />21 ~ / <br />~ I <br />2~ i <br /> <br />10 I I i <br />i <br />i <br />i <br />2 <br />2 <br />0 100 200 i00 WO S00 100 700 100 <br />AREA IN ACRES <br />0 2000 1000 1000 1000 NN700 12Q00 N000 Np00 <br />CAPACITY IN 4CRE-FEET <br />ALTERNATE C <br />ii <br />!7 <br />i3 <br />ii <br />!7 <br />Si <br />52 <br />i3 <br />52 <br />T~ <br />I j <br />, <br />s i+ RE T E EV. 5321 i <br />I <br />!0~ <br />- <br />~ <br />I <br />~ <br />~N.W4. S <br />W <br />~ <br />i <br />CAPACIT <br />0 - M ~ i'~ i I <br /> <br /> I <br />I I / , i I I <br />9 ~ <br /> ~ A~IEA i I <br />to <br /> i <br />/ <br />r0 <br />6 <br />0 100 200 5110 WO S00 100 100 100 <br />AREA IN E.CRES <br />0 !aa •OOD 6000 1000 14000 12,OW IR,pOp MAOO <br />CAPACITY IN ACRE-f EET <br />I <br />I <br />~~~ <br />i X ,J~ <br />I <br />I <br />!S' )t <br />2A~2T "-- <br />NWT. G4"'~ <br />(~~ RELOCATN111 <br />I I <br />1 <br />RRxO[Lr EI <br />I <br />I <br /> <br />w0j~a <br />PLAN <br />1~ ~1 1 :ar ~~ <br />SCALE 1".700' <br />CONTOUR INTERV4+ ~0 <br />i ~/, <br />t ~/~ <br />! II l~ <br />~~ ` ~ <br />~; ~. <br />1` i <br />1 <br />1 ~~ ~ x <br />b <br />e~ea <br />C ST E [K S 1 I -+ <br />S II <br />I <br />iw I <br />DA$I pR0U11O SURIACC <br />I <br />1230 ~ <br />- 7 <br />[DROCR <br />N.00 10.00 5.00 ;•00 <br />PROFILE ALONG- DAM AXIS <br />ALTERNATE C <br />SMALLER DAM AT TAYLOR DRAW <br />NIGH w0.TER UNE ELEV. SSIO <br />TOTAL 4TORAGE ~ 9,600 AC.•fT. <br />DEAD STORAGE 2,100 AC.-iT. <br />MALI. SURFACE 4REA AT NwL SOO ACRES <br />NIN SURFACE AREA 247 ACRES <br />pAM EMBANKMENT YQUTAE 214,000 C.Y. <br />04N HEIGHT ABOVE STREAM LEO SG FT. <br />ROAD RELOCATION 3800 LINEAR fT <br />•fOTAI ESTINATEO C09T ~ 10~302~IA0 <br />COST PER 4CRf FT, f 1013 <br />'TOTAL DOES NOT INCLUDE ENGINEERING <br />'OR INTEREST DURING CONSTRUCTION. <br />WAFER USERS ASSOCIATION N0. 1 <br />TAYLOR DRAW RESERVOIR ALTERNATIVES <br />ALTERNATE C AND ALTERNATE D <br />FIGURE 2-5 <br />-20- <br />LOCATION MAP <br />~ y ~1 X O 1 E 1 <br />--~ <br />SCRL[ 1N N0.Ef <br />