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00 <br />W <br />'W <br />'W^^ <br />v/ <br />y/ <br />LO <br />M <br />d' <br />a <br />Z ryW <br />co <br />a� <br />1r <br />0 Z <br />U <br />W o <br />U <br />LL <br />LL <br />o� <br />0 <br />EARTHFILL ANCHOR <br />n <br />2 FT <br />—t <br />--I1 FT -- <br />ANCHOR TRENCH <br />DETAIL_ <br />1 INCH = 2 FT <br />LFG TRENCH <br />3 <br />3 7 <br />EXISTING VEGETATIVE LAYER <br />o/ <br />EARTHFILL ANCHOR <br />\% 2 FT <br />-{1 FT <br />4 FT <br />DITCH <br />ANCHOR TRENCH AND DITCH <br />DETAIL 2 <br />1 INCH = 2 FT <br />R <br />VARIES <br />r <br />2 �. <br />r. <br />r` <br />�— WELDED WIRE FABRIC <br />CONCRETE <br />0.5 FT DEPTH OF CLASS II AB <br />COMPACTED. SMOOTH DRUM ROIIFD_ AND OILED <br />FT EXISTI <br />v <br />BARRIER SOIL /\ /\//\ \ 3% MIN SLOPE -- --ME <br />-- <br />M:. <br />3 2 /L�/ / r <br />ANCHOR TRENCH a4 s EXISTING FOUNDATION LAYER / /:�' �1 v �/ / w v/V � i/\�A�� 7577` �'/ <br />2 FT VEGETATIVE SOIL LAYER <br />GEOCOMPSITE DRAINAGE LAYER \/\\ % i LEG PIPE AT PERIMETER ROAD <br />HAND TAMP IN THE s s 4" HDPE L 3 //\�• <br />PRESENCE OF THE LEG PIPE / <br />LLDPE LINEAR ENGINEER APPROXIMATE LOCATION <br />SHELL OIL PIPE LINE <br />PREPARED SUBGRADE APPROXIMATE 5 FT DEPTH <br />2 FT MIN THICKNESS BELOW EXISTING GRADE <br />TO REFUSE <br />DEPTH VARIES EARTHFILL <br />6.25 FT WIDTH <br />PERIMETER DITCH <br />1.25 FT DEPTH <br />HYDROSEED <br />EROSION CONTROL <br />MATTING <br />3 2 <br />12 FT <br />PERIMETER ACCESS ROAD <br />2% <br />2 <br />EXISTING GRADE -j <br />PREPARED SUBGRADE EARTHFILL <br />PERIMETER ROAD AND DITCH <br />DETAIL <br />1 INCH = 2 FT <br />PERIMETER ROAD AND DITC <br />DETAIL_ 4 <br />1 INCH = 2 FT <br />0.5 FT DEPTH OF CLASS II AB <br />COMPACTED, SMOOTH DRUM ROLLED, AND OILED <br />.5 FT <br />VAR I <br />1 <br />- 2 FT VEGETATIVE SOIL LAYER <br />GEOCOMPOSITE DRAINAGE LAYER <br />LINEAR LOW DENSITY POLYETHYLENE LINER (LLDPE) <br />PREPARED 1 FT OF SUBGRADE & <br />2 FT MIN THICKNESS TO REFUSE <br />EARTHFILL <br />GEOCOMPSITE DRAINAGE LAYER <br />LLDPE LINEAR <br />PREPARED SUBGRADE <br />2 FT MIN THICKNESS <br />TO REFUSE <br />PREPARED UNDER THE RESPONSIBLE CHARGE OF: <br />COVER SYSTEM <br />DETAIL 3 <br />1 INCH = 2 FT 6 6 <br />2MIN. <br />EARTHFILL ANCHOR <br />COVER SYSTEM <br />METALLIC WARNING TAPE <br />0.5 FT DEPTH OF CLASS II AB <br />COMPACTED, SMOOTH DRUM ROLLED, AND OILED <br />4" HDPE Y �— ,BEDDING SAND <br />LFG PIPE (MIN. 2" ALL AROUND) <br />LFG PIPE AT PERIMETER ROAD <br />SECTION A <br />NTS 6 6 <br />0 4/5/2012 ES FC <br />DO NOT USE THIS DRAWING FOR CONSTRUCTION MARK DATE BY CHK'D <br />UNLESS STAMPED AND SIGNED BY A CALIFORNIA _ <br />REGISTERED CIVIL ENGINEER. <br />AGENCY <br />DESCRIPTION/ISSUE <br />REVISIONS <br />C� <br />w <br />0 <br />U <br />LL <br />0 <br />I- <br />J <br />2 FT <br />�1 FT <br />NOTE: <br />DAYLIGHT GEOCOMPSITE <br />DRAINAGE LAYER <br />6 FT WIDTH <br />VARlS <br />DRAINAGE LAYER RELIEF <br />DETAIL 5 <br />NTS <br />— 20 FT <br />RIP RAP <br />EXISTING MONITORING WELL <br />STAINLESS STEEL CLAMP <br />WELD LLDPE PIPE BOOT <br />BOOT AT MONITORING WELL <br />DETAIL_ s <br />1 INCH - 2 FT 4 6 <br />180 Promenade Circle, Suite 320 <br />\ Phone (96) 928-3300 <br />Sacramento, California 95834 <br />Fax: 916) 565-4356 <br />ShaW' Shaw Environmental, Inc. <br />DESIGNED BY: / DATE EXTENSION OF CLOSURE CAP <br />ES 4/5/12 CORRAL HOLLOW SANITARY LANDFILL <br />DRAWN BY: / DATE <br />�S 4/5/12 <br />CHECKED BY: / DATE DETAILS <br />FC 4/5/12 <br />APPROVED BY: DATE DATE: SCALE: I PROJECT NO. DRAWING NO. <br />DT 4/5/12 4/5/20'12 AS SHOWN 143515 6 OF 8 <br />