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BACKFILL <br />COMPACTED TO <br />95% ASTM D -698 <br />AT 2% OPTIMUM <br />MOISTURE <br />SEED AND MULCH SLOPE AND <br />PLACE EROSION CONTROL BLANKET <br />ON SLOPE <br />SLURRY WALL /— 6 IN TOPSOIL <br />SEED AND MULCH SLOPE AND <br />PLACE EROSION CONTROL BLANKET <br />ON SLOPE <br />EXISTING DITCH INITIAL FILL FOR 3.1 <br />BANK COFFER DAM SCOPE <br />\\� ,.. GRAVEL PIT <br />EXISTING <br />BANK <br />SEED AND <br />PLACE EROSION <br />SCARIFY AND RECOMPACT 12" MIN. TO <br />95% ASTM D -698 AT OPTIMUM MOISTURE LIMIT OF EROSION <br />—BEDROCK <br />BACKFILL <br />COMPACTED TO <br />95% ASTM D -698 <br />AT 2% OPTIMUM <br />MOISTURE <br />MULCH SLOPE AND <br />CONTROL BLANKET <br />ON SLOPE <br />10.5'± <br />T <br />10,± EXISTING RIVER <br />BANK <br />BANK REPAIR SECTION A -A <br />N.T.S. <br />SLURRY WALL <br />6 IN TOPSOIL <br />SEED AND MULCH SLOPE AND <br />PLACE EROSION CONTROL BLANKET <br />ON SLOPE <br />7/,_ NITIAL FILL FOR 3, 1 <br />COFFER DAM SCOPE <br />GRAVEL <br />SCARIFY AND RECOMPACT 12" MIN. TO LIMIT OF EROSION <br />95% ASTM D -698 AT OPTIMUM MOISTURE <br />BEDROCK <br />LIMIT OF EROSION <br />BANK REPAIR SECTION B -B <br />N.T.S. <br />SEED AND MULCH SLOPE AND <br />PLACE EROSION CONTROL BLANKET <br />ON SLOPE PER UDFCD FIGURE MD -13b <br />PIT <br />He <br />O <br />• <br />0 <br />W <br />H <br />H <br />U) <br />Z <br />O <br />U) <br />w <br />IY <br />V <br />I--I <br />PON <br />r�. <br />O <br />i <br />.m <br />M <br />Q <br />4) <br />oc <br />3 <br />i <br />3 <br />H <br />K <br />i <br />L <br />O <br />CL <br />3 <br />J <br />f+ <br />L <br />O <br />un <br />O <br />N± <br />V <br />t } <br />U � <br />T N <br />CD Cn <br />N <br />m •- <br />� N <br />0 <br />Z <br />c <br />� N <br />N <br />) m <br />W O 0 EE <br />o <br />r� <br />c C) o <br />> y <br />> c c <br />Q O N 0 <br />5 a 9 <br />> <br />> 7 <br />C J � <br />N <br />0, <br />LL o <br />o a <br />6" TOPSOIL <br />N,NNNPpo kREG1 <br />` .....1 <br />BACKFILL r, C. <br />2•S: 36" THICK Dw = 18" <br />COMPACTED TO SC0 SOIL RIPRAP <br />95% ASTM D -698 e <br />AT 2% OPTIMUM — 36846 <br />MOISTURE - 2' -3' %. 1 <br />���,.. NORMAL WATER SURFACE ' ,�0�.,4.21.14 <br />T <br />0 <br />5' r'rnmum�a•NdN <br />SCARIFY AND RECOMPACT TO 95% j RIVER CHANNEL <br />ASTM D -698 AT OPTIMUM MOISTURE BED Jobe 131 <br />KEY RIPRAP INTO Dace 21211114 4 <br />RIVER BED PER Drawn By WSS <br />UDFCD FIGURE MD -13A <br />Designed By TPY <br />checked By JCY <br />RIVER BANK REPAIR SECTION FNe JT -Perry PR Flood Defah <br />N.T.S. 20 10 0 20 40 60 Sc le <br />Sheet: Of: <br />SCALE IN FEET <br />ins <br />JUN 0 6 2014 <br />DIVISION OF RECLAMATION <br />MINING AND SAFETY <br />M iG�io —v�1�S <br />ol <br />