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112401 <br /> r ., ,; - 4.5 final cover <br /> _ 15' 15' 1.5' min, soil for vegetation <br /> Woven wire fence <br /> I' min. compacted clay layer <br /> (KSI x I0-6cm/sec) <br /> — —AC pavementmin. foundation layer 10 <br /> 2' max. CC 60" min. fence posts driven <br /> 2% I 2% Y into ground a min. of 24' <br /> 2 2 <br /> TAggregate base <br /> Existing ground surface Filter cloth ( Polyfilter <br /> X or approved equal) <br /> Earthf i 111 <br /> Height of filter cloth (18") <br /> REFUSE FILL <br /> ACCESS ROAD <br /> 4 <br /> DETAIL 1 1 .. <br /> FLOW 12" <br /> FINAL COVER FLOW varies <br /> Filtercloth trench, backfill trench <br /> f A DETAIL 4 with earth after placing filter cloth <br /> I t"_5. <br /> 5 5;. <br /> SILT FENCE , <br /> E <br /> DETAIL 7 <br /> N.T.S. <br /> 30' 4.5' final cover Straw bale dike <br /> ' See Detail 4 See Detail 8 <br /> ~ — —All-weather surface (Tyo.) <br /> Earthfill <br /> 4.5' final cover I' min. 12%max 4' , <br /> See Detail 4 Flow - - <br /> 1 �I 1.5 1� <br /> 1.5' , <br /> 2.0' <br /> LANDFILL ACCESS ROAD <br /> DETAIL Z GRASS LINED DRAINAGE SWALE <br /> DETAIL 5 <br /> Flow._ <br /> ` low <br /> 4„ vertical face <br /> EMBE3DING DETAIL <br /> Flow_ , <br /> Angle first stake toward <br /> previously laid bale <br /> Flow <br /> 60 mil HDPE i1 :1;li.,o Wire or nylon bound <br /> LIMIT OF LANDFILL bales placed on contours <br /> r R <br /> {Is— r, .I <br /> 100' min setback <br /> .g 4.5' final cover <br /> Geotexti le <br /> See Detail 4 .�" 'a\ ' •�.' ` '� "y <br /> Straw bale 'dike - <br /> M <br /> See Detail 8 �" .;; '_�" ��:�:;�:"' 2 re-bars, steel pickets, or <br /> Temporary silt fence <br /> 1u ) 4:5 final 'cover see. Detail 7 5' varies Rock protection No. I ,, - 2' x 2' stokes I V2 in ground <br /> Method B' D50° 10 Y <br /> 4 <br /> See Detail 4 Perimeter berm _ Flow <br /> 3 )- Flow ANCHORING DETAIL <br /> ' —+ 1; r <br /> 1.5 11 <br /> ,Y 2% <br /> Drainage ditch <br /> D 9e <br /> REFUSE -- -- ---- 2.0' <br /> 2% FILL <br /> Earthfill 6" min sTripping 12' 6"min. STRAW BALE DIKE <br /> Excavation Existing ground surface <br /> �r <br /> DETAIL 8 <br /> r N.T.S. <br /> ROCK LINED'DRAINAGE SWALE <br /> - SLOPE > 6% <br /> PERIMETER BERM WITH 'DRAINAGE DITCH DETAIL 6 <br /> r=5' <br /> DETAIL 3 <br /> NORTH COUNTY SANITARY LANDFILL DRAWING NO. <br /> I nEmcon <br /> DEPARTMENT OF PUBLIC WORKS <br /> r w <br /> Associates SAN JOAQUIN' COUNTY, CALIFORNIA <br /> REV DATE DESCRIPTION DWN BY DES BY CHK BY APP BY PROJECT NO. <br /> DATE OF ISSUE <br /> OWN BY I holley CHK BY DETAI LS <br /> 939 -02.08 <br /> Feb. 1988 DES BY APP BY <br />