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4 <br />k <br />N <br />g <br />ryI <br />q#!m �'­ <br />C OUNTY ROAD HHw5r .mom <br />7_1 <br />T__ <br />"SNOW <br />R <br />PRODUCT STOCKPILE AND LOADING AREA, <br />k" <br />j <br />� 7�mm�3 <br />SIF <br />'00 <br />Iku -=0- <br />a A 1105 <br />SAND <br />z� a 3�s ry� <br />- �- <br />°� � ter �� <br />II <br />FUTURE CONVEYOR <br />OVERBURDEN <br />OVEk-PURDEN <br />PIT ENTRANCE <br />oit u <br />rr <br />X-1 <br />MATCHLINE BERM <br />SHEET 1 <br />BNSF RAILROAD SPUR <br />a <br />LEGENDIN <br />PROPERTY LINE <br />SECTION LINE <br />x x FENCE LINE <br />of OVERHEAD ELECTRIC LINES <br />_T UNDERGROUND TELECOM LINE <br />UNDERGROUND GAS LINE <br />—SAN FM EXISTING SANITARY FORCE MAIN <br />13593 <br />------ 1 7 PROPOSED CONTOURS <br />DIRT ROAD <br />EXISTING WATER/DITCH <br />IJ597— <br />EXISTING CONTOURS <br />EXISTING FLOODPLAIN <br />4WAlmommumm momm "mm "No SNOW 41 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 />DITCHPIPE <br />STOCKPILE AREA <br />L SEDIMENTATION CONTROL LOG <br />SI a 1 r-% r4%%.- tAtAl I <br />EXI <br />U- <br />0 DEC 2 6 2,018 <br />Z DIVISJU�j OF RECLAMATION, <br />Z MINING & SAFETY-MINERALIS <br />:2 FEE REPORT LIAP , <br />TYPICAL SECTION ��V�.Vy,. <br />N.T.S. <br />EDIMENTATION LOG -12" MIN. DIAMETER <br />>E A STAKE EVERY 24" AT ALTERNATE 90 DEGREE <br />RIENTATION THROUGHOUT THE SEDIMENTATION LOG. <br />USE TWO STAKES 1 1/2x 1 1/2 "x SU FFCIENT LENGHT TO <br />EMBED AT LEAST 12" INTO SOIL AT EACH END OF LOG <br />STAKE AT 90 DEG. <br />TO EACH OTHER <br />70' <br />WETLANDS OR FEATURES <br />REQUIRING PROTECTION <br />0 <br />0 <br />A 0 <br />0 <br />0 <br />y <br />kllllfN�>' Nv <br />SECTIQN A A. <br />SEDIMENT CONTROL LOG INSTALLATION NOTES <br />1. SEE PLAN VIEW FOR: <br />LOCATION AND LENGTH OF SEDIMENT CONTROL LOG. <br />• 2. SEDIMENT CONTROL LOGS INDICATED ON INITIAL SWMP PLAN SHALL BE INSTALLED PRIOR TO ANY LAND -DISTURBING <br />w, 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 SEDIMENT AS NECESSARY. <br />2. SEDIMENT ACCUMULATED UPSTREAM OF SEDIMENT CONTROL LOGS SHALL BE REMOVED WHEN THE UPSTREAM <br />SEDIMENT DEPTH IS WITHIN X 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 MIANNER APPROVED BY THE CITY. <br />,SEDIMENT CONTROL LOG DETAIL- <br />N.T.S. <br />200 100 0 200 400 600 <br />mw <br />SCALE IN FEET <br />• <br />N <br />to <br />POO <br />co cm> <br />0 > <br />Ccc <br />(D LL :3 <br />> (0) <br />22 <br />0 C'4 <br />CL C%j <br />> <br />1= <br />L°© <br />L0 c1r) <br />CV) 0- <br />cz <br />i. <br />(D <br />W <br />0 <br />i. <br />0 <br />4) <br />dd <br />cc <br />Cp <br />4) <br />bm <br />CD <br />to <br />14 <br />th <br />Cx <br />Cn <br />z <br />Cn <br />w <br />z <br />Job # <br />07115 <br />Date <br />8/8/18 <br />Drawn By <br />wss <br />Designed By <br />TPY <br />Checked By <br />icy <br />File JT- 2018 GP SWMP Grading <br />Scale <br />i0 = 200' <br />Sheet: <br />Of: <br />2 <br />2 <br />