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3' <br />i <br />� Ip <br />U% <br />e <br />I <br />MATCH INE <br />SHEET 1 <br />HHoS.v.3 <br />Icte <br />y I I SCALE <br />"_ -.-- HOUSE Q <br />{ <br />} <br />I <br />II �£ <br />r `I <br />� I <br />�• z <br />l <br />3. <br />qtr. <br />w� <br />vj` � )wh`AaR <br />PIT\EN <br />TRANCE <br />w <br />a.vrK ....;too ., atm .4: .uWGY .�IYW YlW11iY <br />..:,.?3".wn,.:'r�.�'•^""'""�s.-->,a+,"'.»r"r w.w,...--a....R— H....a. tee^. `xsx'`��..w� ,t,,., ., w .. �� <br />.. � <br />�r, �mir" <br />w � <br />a <br />v $ w w <br />w <br />PRODUCT I STO PILE AND LOADING AREA <br />9 ...�. <br />i.x9'aAYD`xtw; <br />LEGEND:0 <br />OE- <br />-T— <br />_G_ G <br />SAN FM <br />3593 <br />3597. <br />E- <br />0 <br />OD <br />SCL SCL <br />PROPERTY LINE <br />- SECTION LINE <br />- FENCE LINE <br />- OVERHEAD ELECTRIC LINES <br />- UNDERGROUND TELECOM LINE <br />- UNDERGROUND GAS LINE <br />- EXISTING SANITARY FORCE MAIN <br />PROPOSED CONTOURS <br />DIRT ROAD <br />EXISTING WATER/DITCH <br />EXISTING CONTOURS <br />EXISTING FLOODPLAIN <br />FUTURE HIGHWAY REALIGNMENT PARCEL <br />PROPOSED DISCHARGE DITCH <br />MINING LIMIT <br />PERMIT BOUNDARY <br />ELECTRIC RISER BOX <br />GUY WIRE <br />POWER POLE <br />WATER PUMP <br />STORMWATER FLOW DIRECTION <br />DITCH PIPE <br />STOCKPILE AREA <br />SEDIMENTATION CONTROL LOG <br />SL 1 117) r)\/ %AIA1 1 <br />EXIE <br />�t <br />1� <br />SAND��. <br />I C <br />4g `' ■ <br />I <br />is <br />0,000 <br />1 � <br />OVERBURDEN OVERBURDEN <br />la`s POND #5 <br />I SEDIMENT <br />POND #6t � <br />I is <br />PHAS'� 13 = 11.56 AC 13 <br />,. r I' <br />FINES t <br />s s <br />PHASE 16 = 11.13 AC <br />`•PHASE 15 = 11.43 AC <br />z � <br />SCL SCL <br />x wy <br />TOPSOILI I t <br />I ° .,a <br />Jim r,' <br />MR w__Tnr <br />M vu^�c <br />:w <br />a HY w <br />w. <br />q <br />TYPICAL SECTION <br />V✓ Vy <br />70' <br />3EDIMENTATION LOG - 12" MIN. DIAMETER <br />3E A STAKE EVERY 24" AT ALTERNATE 90 DEGREE <br />RIENTATIONI THROUGHOUT THE SEDIMENTATION LOG. <br />USE TWO STAKES 1 1/2 - x 1 1/2 "x SUFFCIENT LENGHT TO <br />EMBED AT LEAST 12" INTO SOIL AT EACH END OF LOG <br />STAKE AT 90 DEG. <br />TO EACH OTHER <br />N.T.S. WETLANDS OR FEATURES <br />REQUIRING PROTECTION <br />0 0 0 <br />4 o \\ I � l� <br />SECTION A —A <br />SEDIMENT CONTROL LOG INSTALLATION NOTES <br />1. SEE PLAN VIEW FOR: <br />- LOCATION AND LENGTH OF SEDIMENT CONTRC)L LOG. <br />2. SEDIMENT CONTROL LOGS INDICATED ON INITIAL SWMP PLAN SHALL BE INSTALLED PRIOR TO ANY LAND -DISTURBING <br />ACTIVITIES. <br />3. SEDIMENT CONTROL LOGS SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER. <br />4. NOT FOR USE IN CONCENTRATED FLOW AREAS. <br />5. THE SEDIMENT CONTROL LOG SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF 2". <br />SEDIMENT CONTROL LOG MAINTENANCE NOTES <br />1. THE SWMP MANAGER SHALL INSPECT SEDIMENT CONTROL LOGS DAILY, DURING AND AFTER ANY STORM EVENT AND <br />MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIAOENT AS NECESSARY. <br />2. SEDIMENT ACCUMULATED UPSTREAM OF SEDIMIENT CONTROL LOGS SHALL BE REMOVED WHEN THE UPSTREAM <br />SEDIMENT DEPTH IS WITHIN % THE HEIGHT OF THE CREST OF LOG. <br />3. SEDIMENT CONTROL LOG SHALL BE REMOVED AT THE END OF CONSTRUCTION. IF ANY DISTURBED AREA EXISTS AFTER <br />REMOVAL, IT SHALL BE COVERED WITH TOP SOIL, DRILL SEEDED AND CRIMP MULCHED OR OTHERWISE STABILIZED IN <br />A MANNER APPROVED BY THE CITY. <br />SEDIMENT CONTROL LOG DETAIL <br />N.T.S. <br />200 100 0 200 <br />SCAI_F IN FFFT <br />3 <br />3' <br />i <br />� Ip <br />U% <br />e <br />I <br />MATCH INE <br />SHEET 1 <br />HHoS.v.3 <br />Icte <br />y I I SCALE <br />"_ -.-- HOUSE Q <br />{ <br />} <br />I <br />II �£ <br />r `I <br />� I <br />�• z <br />l <br />3. <br />qtr. <br />w� <br />vj` � )wh`AaR <br />PIT\EN <br />TRANCE <br />w <br />a.vrK ....;too ., atm .4: .uWGY .�IYW YlW11iY <br />..:,.?3".wn,.:'r�.�'•^""'""�s.-->,a+,"'.»r"r w.w,...--a....R— H....a. tee^. `xsx'`��..w� ,t,,., ., w .. �� <br />.. � <br />�r, �mir" <br />w � <br />a <br />v $ w w <br />w <br />PRODUCT I STO PILE AND LOADING AREA <br />9 ...�. <br />i.x9'aAYD`xtw; <br />LEGEND:0 <br />OE- <br />-T— <br />_G_ G <br />SAN FM <br />3593 <br />3597. <br />E- <br />0 <br />OD <br />SCL SCL <br />PROPERTY LINE <br />- SECTION LINE <br />- FENCE LINE <br />- OVERHEAD ELECTRIC LINES <br />- UNDERGROUND TELECOM LINE <br />- UNDERGROUND GAS LINE <br />- EXISTING SANITARY FORCE MAIN <br />PROPOSED CONTOURS <br />DIRT ROAD <br />EXISTING WATER/DITCH <br />EXISTING CONTOURS <br />EXISTING FLOODPLAIN <br />FUTURE HIGHWAY REALIGNMENT PARCEL <br />PROPOSED DISCHARGE DITCH <br />MINING LIMIT <br />PERMIT BOUNDARY <br />ELECTRIC RISER BOX <br />GUY WIRE <br />POWER POLE <br />WATER PUMP <br />STORMWATER FLOW DIRECTION <br />DITCH PIPE <br />STOCKPILE AREA <br />SEDIMENTATION CONTROL LOG <br />SL 1 117) r)\/ %AIA1 1 <br />EXIE <br />�t <br />1� <br />SAND��. <br />I C <br />4g `' ■ <br />I <br />is <br />0,000 <br />1 � <br />OVERBURDEN OVERBURDEN <br />la`s POND #5 <br />I SEDIMENT <br />POND #6t � <br />I is <br />PHAS'� 13 = 11.56 AC 13 <br />,. r I' <br />FINES t <br />s s <br />PHASE 16 = 11.13 AC <br />`•PHASE 15 = 11.43 AC <br />z � <br />SCL SCL <br />x wy <br />TOPSOILI I t <br />I ° .,a <br />Jim r,' <br />MR w__Tnr <br />M vu^�c <br />:w <br />a HY w <br />w. <br />q <br />TYPICAL SECTION <br />V✓ Vy <br />70' <br />3EDIMENTATION LOG - 12" MIN. DIAMETER <br />3E A STAKE EVERY 24" AT ALTERNATE 90 DEGREE <br />RIENTATIONI THROUGHOUT THE SEDIMENTATION LOG. <br />USE TWO STAKES 1 1/2 - x 1 1/2 "x SUFFCIENT LENGHT TO <br />EMBED AT LEAST 12" INTO SOIL AT EACH END OF LOG <br />STAKE AT 90 DEG. <br />TO EACH OTHER <br />N.T.S. WETLANDS OR FEATURES <br />REQUIRING PROTECTION <br />0 0 0 <br />4 o \\ I � l� <br />SECTION A —A <br />SEDIMENT CONTROL LOG INSTALLATION NOTES <br />1. SEE PLAN VIEW FOR: <br />- LOCATION AND LENGTH OF SEDIMENT CONTRC)L LOG. <br />2. SEDIMENT CONTROL LOGS INDICATED ON INITIAL SWMP PLAN SHALL BE INSTALLED PRIOR TO ANY LAND -DISTURBING <br />ACTIVITIES. <br />3. SEDIMENT CONTROL LOGS SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER. <br />4. NOT FOR USE IN CONCENTRATED FLOW AREAS. <br />5. THE SEDIMENT CONTROL LOG SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF 2". <br />SEDIMENT CONTROL LOG MAINTENANCE NOTES <br />1. THE SWMP MANAGER SHALL INSPECT SEDIMENT CONTROL LOGS DAILY, DURING AND AFTER ANY STORM EVENT AND <br />MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIAOENT AS NECESSARY. <br />2. SEDIMENT ACCUMULATED UPSTREAM OF SEDIMIENT CONTROL LOGS SHALL BE REMOVED WHEN THE UPSTREAM <br />SEDIMENT DEPTH IS WITHIN % THE HEIGHT OF THE CREST OF LOG. <br />3. SEDIMENT CONTROL LOG SHALL BE REMOVED AT THE END OF CONSTRUCTION. IF ANY DISTURBED AREA EXISTS AFTER <br />REMOVAL, IT SHALL BE COVERED WITH TOP SOIL, DRILL SEEDED AND CRIMP MULCHED OR OTHERWISE STABILIZED IN <br />A MANNER APPROVED BY THE CITY. <br />SEDIMENT CONTROL LOG DETAIL <br />N.T.S. <br />200 100 0 200 <br />SCAI_F IN FFFT <br />