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0 <br />Q <br />W <br />J <br />W <br />D <br />6350 r- <br />6340 <br />6310+ <br />0 <br />E <br />63501- <br />6340 <br />EMERGENCY SPILLWAY <br />INV= 6330.1' <br />20 <br />2.05 -M5 <br />SECONDARY SPILLWAY <br />12" CMP <br />INV IN= 6329.3' <br />INC OUT = 629.1' ORIGINAL GROUND SURFACE <br />PRIMARY SPILLWAY <br />PVC <br />IN <br />INV = 6329.1' / <br />SEE DETAIL 1 <br />BOTTOM EL.6322 <br />AS -BUILT POND SURFACE <br />40 60 <br />DISTANCE (FT.) <br />IMENT POND F - CROSS- SECTION D -D' <br />45J HORIZONTAL SCALE <br />0® <br />VERTICAL SCALE <br />0® <br />[:N <br />ORIGINAL GROUND SURFACE <br />LL <br />z 6330- \ FULL WATER EL.6329.9 <br />a \ <br />w i- - - -- - -- -- <br />- <br />6320 <br />6310 <br />0 20 40 60 80 <br />DISTANCE (FT.) <br />E SEDIMENT POND F - CROSS- SECTION E -E' <br />2.05 -M5J 2.05 -M5J HORIZONTAL SCALE <br />0 5' 10' <br />VERTICAL SCALE <br />0 s +a <br />D' <br />T 6350 <br />Yy li <br />tz <br />z <br />6330 O <br />a <br />W <br />J <br />w <br />6310 <br />CULVERT HCC -1 <br />E' <br />-F 6350 <br />6340 <br />1 <br />1 � \ <br />�A <br />1 d \ <br />ITC P <br />I 1,1 o M5 <br />I I 6" PVC RISER <br />5� <br />I <br />\ I \ EMERGENCY SPILLWAY <br />i <br />/ LL 0.3' <br />/ z DESIGN FREEBOARD <br />_ 633p O <br />_ a <br />- - W <br />w A <br />BOTTOM EL.6322 DESIGN FLOW DEPTH <br />6320 <br />100 <br />EMERGENCY SPILLWAY <br />INV =6330.1' <br />7-� <br />120 <br />6310 <br />140 <br />SECONDARY SPILLWAY <br />12" CMP <br />INV IN= 6329.3' <br />PRIMARY SPILLWAY <br />F F' \ 6" PVC <br />- - - -- - - - - 9.1' - <br />EMERGENCY SPILLWAY CROSS- SECTION <br />NOT TO SCALE <br />2.05 -M5J 2.05 -MW <br />\ <br />DETAIL 1 - SEDIMENT POND F DISCHARGE DETAIL <br />i <br />\ / v <br />SEDIMENT POND F - PLAN VIEW <br />SCALE <br />25' 0 25' 59 <br />CONTOUR INTERVAL 21T. <br />1 <br />Es <br />1 <br />COLLECTION AND DIVERSION DITCH TYPICAL DETAIL <br />NOT TO SCALE <br />CHANNEL AND RIP RAP DIMENSIONS <br />SLOPE <br />A <br />B <br />C <br />RIP RAP <br />DITCH <br />I %) <br />(FT) <br />(FT) <br />(FT) <br />Dso (in.) <br />HCD -1 <br />2 -8 <br />0.5 <br />0.8 <br />2.6 <br />1.5 <br />9 -19 <br />0.4 <br />0.7 <br />2.2 <br />3 <br />HCD -2 <br />1 -2 <br />1.2 <br />1.5 <br />3.9 <br />1.5 <br />3 -9 <br />1.0 <br />1.3 <br />3.6 <br />3 <br />10 -35 <br />0.8 <br />1.1 <br />31 <br />6 <br />HCD -3 <br />0.5 <br />1.4 <br />1.7 <br />4.4 <br />1.5 <br />HCD -4 <br />6 -8 <br />0.4 <br />0.7 <br />2.4 <br />1.5 <br />9 -11 <br />0.4 <br />0.7 <br />2.2 <br />3 <br />B <br />TOTAL DEPTH <br />NOTES: <br />1. Riprap Shall Consist of Hard, Dense, Rough <br />Fractured Stone as Nearly Cubical as Practicable. <br />Stone Shall be Well Graded in Order That The Voids <br />Can be Filled, and at Least 50 Percent of The Mass <br />Shall be Stone Equal to or Larger Than the <br />Specified Riprap sae. <br />29882 <br />Fn ............. \C <br />PROFESS /0/VAL ENG/NEER S STATEMENT <br />/, John V Redmond, stale that the changes <br />In revision. MR -76, dated 06105 was prepared <br />under my supervision and a// the information <br />presented heron is true and correct to the best <br />of my know /edge and information. <br />of ✓oph V Redmond , CrO P.E. 29892 <br />