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<br />SITE PLAN
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<br /> t
<br /> ~
<br /> SCALE
<br />I... k. .- ~.,
<br />0 50 100 200 300
<br />
<br />
<br />--
<br />
<br />5595
<br />
<br />
<br />EMERGENCY
<br />OVERFLDW
<br />SPILJ..WAY
<br />
<br />------- -.;:: ,
<br />--...:----==-==~-:....~~~
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<br />',///1/ OUTLET STRUCTURE; ''''l,'.
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<br />I \ ',', ........ :_~--;-;".""
<br />\ \ '...." ........::. -~~;."'" PROPERTY LINE
<br />\ ....-- '-"':"~....;:,- (FENCE UHE)
<br />
<br />L~~ISVILLE - ~:.:.:-.;--~..... ELEVATION CAPACITY CURVE
<br />HARPER 'LATERAL
<br />'," 7 I INLET STRUCTURE
<br />
<br />TOP OF NEW EMBANKMENT
<br />EL.5600
<br />
<br />~ATER TREAT MEN)
<br />PLANTS
<br />
<br />Q
<br />t:JOO
<br />
<br />~
<br />\:.J
<br />
<br />SURFACE AREA
<br />AVERAGE OEPTH
<br />APPROX. STORAGE
<br />CAPACITY
<br />
<br />17.~ ocr..
<br />17.~ tilt
<br />30~ ac" teet
<br />
<br />
<br />TYPICAL CROSS SECTION
<br />EAST EMBANKMENT
<br />
<br />507 0
<br />
<br />50 100 150 200 250 300
<br />CAPACITY ACRE-FEET
<br />
<br />5510 -
<br />BEOROCK
<br />EL 5574
<br />
<br />
<br />
<br />5600 -
<br />
<br />6" THICK ROAO BASE
<br />
<br />5590 -
<br />
<br />~.W.L 5595
<br />
<br />" THICK RIPRAP
<br />6lkTHICK GRAVEL
<br />BE DOING
<br />
<br />TOP OF EXISTING
<br />I' EL.5591'
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<br />""..=>;".
<br />/
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<br />EMBANKMENT
<br />
<br />/"1-
<br />_ 12"
<br />A~~
<br />", '"
<br />/' EXISTING
<br />EMBANKMENT
<br />
<br />5570 -
<br />
<br />EXTEND CUT - OFF KEY 5'
<br />MINIMUM INTO BEOROCK
<br />
<br />I
<br />70'
<br />
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<br />~'
<br />
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<br />2d
<br />
<br />I
<br />10'
<br />
<br />I
<br />40'
<br />
<br />I
<br />50'
<br />
<br />I
<br />SO'
<br />
<br />I
<br />50'
<br />
<br />I
<br />40'
<br />
<br />I
<br />10'
<br />
<br />I
<br />o
<br />
<br />I
<br />20'
<br />
<br />I
<br />30'
<br />
<br />;"
<br />
<br />FIGURE 4
<br />LOUISVILLE RESERVOIR
<br />ALTERNATE
<br />SITE PLAN AND DETAILS
<br />
<br />ROC1CY MOUllTAlII COHSUl. TAIITI, IIIC.
<br />500 cx:FflIl,tJrf Sf SUTt "".l.DfrGIICJIT, CCl.DtllAP) ~Ol
<br />)OS. Tn - ,ill UilLTIIlO)..,-ua
<br />
<br />31
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