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6980 [_ -- - <br />696n � <br />POND 11 PLAN VIEW <br />PRINCIPAL SPILLWAY 12" CMP <br />INVERT ELEV. 7004.4 TOP OF DAM COMPACTED FILL <br />SLOPE = 10% ELEV. 7009.5' <br />PREVIOUS SURFACE -� WIDTH = 20' <br />7029 <br />2.8 <br />- 3 - - <br />7000 <br />24" DOWN PIPE <br />BOTTOM OF POND _ <br />ELEV, 6990.0' ANTI -SEEP COLLARS - <br />DRAINAGE BLANKET 6980 6„ TOE DRAIN PIPE <br />MINIMUM 1' (GRAVEL 1.5" MINUS) <br />KEYWAY MIRAFI FILTER FABRIC 140N <br />TOP AND BOTTOM <br />�r �T1 � ► i r1 r11 <br />6" MINIMUM COVER <br />2 <br />TOE DRAIN <br />6" TOE DRAIN PERFORATED <br />SCHEDULE 3034 PIPE <br />EMEPGENC Y SPILL WA Y SCHEDUL E <br />STAGE <br />(FT.) <br />Jl ALt <br />11 STAGE <br />CAP, <br />(AC,-FT,) <br />CAPACITY <br />TOT. CAP, <br />(AC.-FT,) <br />20 <br />0 <br />0.00 <br />20 <br />40 <br />F- <br />BOTTOM OF POND <br />6992 <br />2,00 <br />0.08 <br />6" MINIMUM COVER <br />2 <br />TOE DRAIN <br />6" TOE DRAIN PERFORATED <br />SCHEDULE 3034 PIPE <br />EMEPGENC Y SPILL WA Y SCHEDUL E <br />STAGE <br />(FT.) <br />POND <br />AREA <br />(ACRES) <br />11 STAGE <br />CAP, <br />(AC,-FT,) <br />CAPACITY <br />TOT. CAP, <br />(AC.-FT,) <br />DESCRIPTION <br />6990 <br />0.00 <br />0.01 <br />0.00 <br />F- <br />BOTTOM OF POND <br />6992 <br />2,00 <br />0.08 <br />0,07 <br />0.07 <br />6994 <br />4.00 <br />0,12 <br />0,20 <br />0.27 <br />6996 <br />6.00 <br />0.17 <br />0,30 <br />0.57 <br />6998 <br />8.00 <br />023 <br />ELEV. <br />(FT, -MSL) <br />STAGE <br />(FT.) <br />POND <br />AREA <br />(ACRES) <br />11 STAGE <br />CAP, <br />(AC,-FT,) <br />CAPACITY <br />TOT. CAP, <br />(AC.-FT,) <br />DESCRIPTION <br />6990 <br />0.00 <br />0.01 <br />0.00 <br />0.00 <br />BOTTOM OF POND <br />6992 <br />2,00 <br />0.08 <br />0,07 <br />0.07 <br />6994 <br />4.00 <br />0,12 <br />0,20 <br />0.27 <br />6996 <br />6.00 <br />0.17 <br />0,30 <br />0.57 <br />6998 <br />8.00 <br />023 <br />0.40 <br />0.97 <br />7000 <br />10.00 <br />0,30 <br />0,53 <br />1.50 <br />7002 <br />12.00 <br />0.37 <br />0,67 <br />2.17 <br />7004 <br />14,00 <br />0.45 <br />0,82 <br />2,99 <br />7004.4 <br />14.4 <br />0.47 <br />0.18 <br />3,17 <br />PRINCIPAL SPILLWAY <br />7006 <br />16,0 <br />0,54 <br />0.81 <br />3,98 <br />7007 <br />17,0 <br />0,56 <br />0.55 <br />4,53 <br />EMERGENCY SPILLWAY <br />7008 <br />18.0 <br />0.59 <br />0,57 <br />5,10 <br />7009.5 <br />19,5 <br />0,66 <br />0,93 <br />6.03 <br />TOP OF EMBANKMENT <br />TOP OF EMBANKMENT <br />ELEV. 7009.5' <br />WIDTH = 20' <br />EMERGENCY SPILLWAY <br />INVERT ELEV. 7007.0' <br />BOTTOM WIDTH = 15' <br />3:1 SIDE SLOPE <br />6960 <br />O <br />ENGINEER'S CERTIFICATION <br />ENGINEER.- ` l <br />�z Date: DEC 12 1997 <br />SECTION A - A' <br />SCALE <br />20 0 20 40 <br />7020 RFCEIN /ED <br />DEC 17 1997 <br />7000 <br />6960 <br />Permit Number #: C- 1994 -082 <br />Class: Permit <br />Section /Exhibit <br />\ <br />PRINCIPAL SPILLWAY 12 "' <br />CMP <br />INVERT ELEV. 7004.4' <br />PREVIOUS SURFACE <br />6960 <br />O <br />ENGINEER'S CERTIFICATION <br />ENGINEER.- ` l <br />�z Date: DEC 12 1997 <br />SECTION A - A' <br />SCALE <br />20 0 20 40 <br />7020 RFCEIN /ED <br />DEC 17 1997 <br />7000 <br />6960 <br />Permit Number #: C- 1994 -082 <br />Class: Permit <br />Section /Exhibit <br />