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wEST DIVERSION <br />DITCH/RELOCATION OF' <br />EXCELSIOR DITCH <br />Q=2;Sd0 CFS <br /> <br />USHWY50 <br /> <br />EXCELSIOR ,DITCH <br />D I VE R SI OI~TR.~}~ TU R E <br />~ <br />• <br />I <br />11111111111/Ill//I//I!/illllll!!ll ~~!>~~`~ <br />,[ ,.y6y ~ <br />I <br />' . , <br />~ ~' <br />~ EXIST- I~- ~ ~-~ <br />~ ~ <br />Iv. <br />_ <br />EXCELSIOR GIT~'li <br />.'~;~~`~~~, ~ , <br />~ ~ <br /> ~ <br /> 1 <br /> \ <br /> 1 <br /> <br /> 1 ~ <br />I <br />i <br />~DAM.CREST- <br />~t± ~4~53.0 <br />wEST [,VI <br />.~ <br />~" EXISTING WEST <br />k ~: DRAINAGE CULVERT <br />_ _~_ _ • ~-- ~ EXISTING <br />~, ,,~,~ ~ RAILROAD TRACK <br /> FLOW <br />ATED <br />OUTLET INTERCONNECT <br /> PIPEtIN <br />E (NOTE 2) <br />,, ~ <br />•..,.._r - <br />~ . <br />r r <br />-. <br /> GATED--J <br />__ ~,r~~' ~ <br />~.. ~~l-~. O~1 TLE <br />A <br /> <br />CLIFFS ~U ~-'~ V <br />EL 4560± <br />NOTES: <br />1. SITE TOPOGRAPHY BASED ON USGS 7.5' OUAD MAPS AND LOCALIZED DATA POINTS FROM JUNE <br />2007 SURVEY BY EDWARD JAMES SURVEYING, INC. <br />2. INTERCONNECT PIPELINE LOCATED ALONG EXISTING EASEMENT. <br />3. 100-YEAR FLOODPLAIN DELINEATION BASED ON FEMA FLOOD MAP DETERMINED IN THE FLOOD <br />INSURANCE STUDY BY APPROXIMATE MET~HOOS DELI~!EAT!ON ~,9AY BE S{~~8_iE!'T TO CH4N;E IF <br />DETAILED ANALYSIS IS PERFORMED. <br />266+5 <br />34;35 <br />EXISTI~~~G EAST <br />~ ~ DRAIN= ;E CUL <br />~,~~s\ <br />~4 ' <br />~ r <br />;~ ~ <br />~.. '. <br />+,~ . <br />~ . A ~, <br /> <br />2+4 <br />35 36 <br />-EXISTING EXCELSIOR <br />DITCH <br />-EAST DIVERSION DITCH <br />0=1,000 CFS <br />~ ~ i. 100 YR <br />...~ r <br />,y. •y ,,,,,,,, FLOODPLAIN <br />'=.~ (NOTE 3) <br />~ ~~`---DAM CFLST ,~ '', <br />y~ <br />~., ~, <br />~>V ~ ~~,~~ ._ ~ 2~ 1 <br />~ l~ ,~ . <br />l~ 1 ~• <br />~ y <br />I <br />~~ \ ^ ` ~ r, <br />"~ 0 500 10C4 2C~~S 3~DO~D <br />SCaLE I~ FEET <br />BLUE GRASS GRAVEL PIT GENERALIZED CONCEPT PLAN <br />RESERVOIR OPTION 2 <br />:~ %\~TlN <br />CONSULTANTS, INC. <br />PROJECT NO 07107 June 2007 Figure 2.0 <br />