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50M-150 STONE FLOW <br /> 12" MR77i <br /> •815 LINER COVER <br /> I 4' — 8" STONE <br /> 610 <br /> LEWTHPROPOSED DAM 640' REMAINS OF 1988 DAM IMPER BLE NER <br /> LENOTH a <br /> TOP EL = 615.0 605 <br /> LAKE BED <br /> AOM WATER TREATMENT PLANT 608.6 — 610, <br /> 150'R. 150•R EAST DAM <br /> ADM RAW WATER PUMP STATION TYPICAL SECTION <br /> SCALE. Har. I"= 10' <br /> Ver. 1"= 5' <br /> Slough oun Rea's Bridge <br /> 18"RIP RAP <br /> 12" EARM <br /> —— intakes 615 LINER COWWFLOW 50.-150 STONE <br /> 4' — 8" STONE <br /> PROPOSED aw <br /> LENGTH = 500 <br /> TOP E. 613.0 <br /> !� 610Jbig °+ <br /> . •+f. r . <br /> Area was Om in 199J ed to <br /> ETetro6on 60 .0 — 199. <br /> II I11 <br /> 605 IMPERMEABLE LINER REMAINS OF 1988 DAM <br /> SITE PLAN LAKE BED <br /> WEST DAM — soft. <br /> No Scale TYPICAL SECTION <br /> L <br /> SCALE.• Hor. 1"= 10' <br /> Ver, I"= 5' <br /> BRIbGE <br /> CjEE as ASSOCIATES, INC. C/TY OF DECATUR <br /> NSKI consulting engineer' LOW FLOW DAMS ON THE S06AMON RIVER <br /> is o SOM TAVLORMLE ROAD AT MACON COUNTY HIGHWAY NO. 24 <br /> DECATUR I L L I Na IS MOy 200J <br /> Sheet 3 of 3 <br /> H <br /> v0i � rt <br /> U3 r to o <br /> m ti <br /> E 0 1 <br /> m Fin '-d <br /> � w 1 <br /> rt p w 4-- <br /> 0 <br /> --0 <br /> u, w <br /> 0 <br />