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Ln <br />II <br />A12.AI <br />0 <br />6718 <br />6718 <br />G7 I G Emergency Spillway (Elev. G,7 14.90) <br />G7 I G <br />Stormwater 5toracje (Elev. —G,7 14.40) <br />G7 1 4 Pump Buffer Storage (Elev. ---G,7 14.00) <br />G7 14 <br />Maximum Operating Level (Elev. —6,71 3.40) <br />6712 <br />6712 <br />6710 <br />1 <br />;. <br />I <br />G710 <br />6708 3 <br />2.5 <br />6708 <br />G70G <br />G70G <br />6704 <br />6704 <br />6702 <br />6702 <br />00 0 0 0 0 0 <br />0 0 <br />00 0 <br />00 0 <br />+ + + + + + <br />+ + <br />+ + <br />+ + <br />0 0 0 0 0 0 <br />0 0 <br />0 0 <br />- - <br />r1=1:10 <br />6MN Storage Reservoir Con5truction Deta 15 <br />Top5od to be stripped 6 to 18 inche5 deep depending on depth of organic material <br />Top5oil will be 5tockpiled and stored on-5ite <br />Embankment to be constructed with slopes as shown <br />Drawn By: <br />Date: <br />6 M N <br />Storage Ike 5 e rvo 1 r <br />A keyway or cutoff trench will not be required <br />CJV <br />07-13-07 <br />Embankment to be constructed in 6 to 8 inch lifts of material within 2% optimum moisture and 95% density <br />Embankment crest to be constructed 12 feet wide as shown <br />Rev15ed: <br />Date: Cross -Section of GMN Storage Re5ervoir Embankment at Highest Point <br />Borrow material to be taken from within reservoir lImIt5 but no deeper than 4 feet in center of drainage <br />MCF <br />05-13-08 <br />Reservoir liner to be constructed in two 6 -inch Iift5 within 2% optimum moisture and 95% density <br />Scale: <br />P:\VanAr5dale, Chri5\GMN Project5\Pond Design <br />1:8 <br />