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ABBREVIATIONS <br />CSP <br />CORRUGATED STEEL PIPE <br />DIAM. <br />DIAMETER <br />E <br />EASTING <br />GCI.. <br />GEOSYNTHETIC CLAY LINER <br />HDPE <br />HIGH DENSITY POLYETHYLENE <br />LCRS <br />LEACHATE COLLECTION AND RECOVERY SYSTEM <br />MSL <br />MEAN SEA LEVEL, ZERO ELEVATION FOR LOCAL AREA <br />NAVD 88 <br />NORTH AMERICAN VERTICAL DATUM OF 1988, GEODETIC DATUM <br />N <br />NTS <br />PVC <br />SDR <br />S.S. <br />BASED ON MSL AT FATHER POINT/RIMOUSKI, CANADA <br />NORTHING <br />NOT TO SCALE <br />POLYVINYL CHLORIDE <br />STANDARD DIMENSIONAL RATIO NORTH COUNTY RECYCLING CENTER ANDZ'"'hiANITARY LANDFILL <br />STAINLESS STEEL <br />SYMBOLS <br />DETAIL NUMBER <br />7 <br />t s <br />DRAWING NUMBER / <br />ON WHICH DETAIL / <br />IS REFERENCED .J DRAWING NUMBER ON <br />WHICH DETAIL APPEARS <br />SECTION NUMBER <br />A <br />DRAWING NUMBER <br />ON WHICH SECTION <br />IS REFERENCED DRAWING NUMBER ON <br />WHICH SECTION APPEARS <br />SHT # <br />DWG # <br />DESCRIPTION <br />1 <br />Ti <br />COVER SHEET <br />2 <br />1 <br />FINAL GRADING & DRAINAGE PLAN <br />3 <br />2 <br />EXCAVATION PLAN <br />4 <br />3 <br />CROSS SECTIONS & DETAILS <br />S <br />4 <br />LINER SYSTEM DETAILS <br />NOTES <br />I. THESE DRAWINGS SHOW CONCEPTUAL DESIGNS UEMONSTRATING THE <br />TEC HNICALFEASIBILITY OF REFUSE PLACEMENT TO 320 FT MSL. DESIGN <br />DETAILS ARE PROVIDED TO SHOW FEASIBLE CONFORMANCE WITH <br />APPLICABLE REGULATIONS AND WASTE DISCHARGE REQUIREMENTS IN <br />FORCE AT THIS TIME AND INCORPORATE CONSTRUCTION FEATURES <br />CONSISTENT WITH PREVIOUS LINER CONSTRUCTION USING MATERIALS_ <br />AVAILABLE AT THIS TIME. OTHER DESIGN CONFIGURATIONS ARE ALSO <br />FEASIBLE. DESIGN FOR FUTURE CONSTRUCTION MAY INCORPORATE <br />OTHER FEATURES AND MATERIALS, OR ADJUST THESE DESIGN FEATURES, <br />IN ACCORDANCE WITH THE INDIVIDUAL CONSTRUCTION PROJECT, SUBJECT <br />TO REVIEW BY THE REGULATORY AGENCIES WITH JURISDICTION OVER <br />SUCH PROJECTS, THESE FEATURES MAY INCLUDE, BUT ARE NOT <br />LIMITED T0: <br />SIZE AND BOUNDARIES OF FUTURE LANDFILL MODULES <br />NUMBER AND LOCATION OF LEACHATE SUMPS <br />CONFIGURATION OF SEAMS BETWEEN MODULES <br />CONFIGURATION OF ANCHOR TRENCHES <br />LOCATION AND GRADES OF ROADS <br />LOCATION OF BENCHES AMC) OTHER DRAINAGE FEATURES <br />2. DETAILS DEPICTING FINAL CLOSURE COVER ARE CONCEPTUAL, AND ARE <br />NOT SPECIFICFOR THE CLOSURE METHOD (PERSCRIPTIVE OR <br />EVAPOTRANSP I RATIVE). THE FIVE—FOOT CLOSURE LAYER IS ASSUMED TO <br />BE SUFFICIENT FOR EITHER OF THESE CLOSURE METHODS. <br />January 7, 2010 <br />Date <br />FREDERICK W. COPE <br />R.C.E. 19691 <br />PROJECT MANAGER <br />SHAW ENVIRONMENTAL, INC. <br />VICINITY MAP <br />DWG. N0. <br />T1 <br />ShEEI I Of 5 <br />PROJECT N0. <br />118040 <br />a <br />ulnrt=_ <br />12 <br />STATE <br />ROUTE <br />HIGHWAY <br />_ARGENT ` <br />SiREE <br />1�-� Q ® I <br />3 <br />- <br />TRFAI.ry <br />ROAD <br />1 <br />pEll—I <br />IGHWAY <br />ISfATE ROUTE.. <br />HIGHWAY 12 G <br />o <br />F <br />HARNEY LANG <br />N <br />a F�NORTH <br />floc^" <br />HARNEY <br />INE <br />COUNTY <br />3 <br />a <br />N <br />=s <br />flat "T p <br />sl <br />o <br />o <br />^Ttt"�.NROA. <br />RECYCLING CENTER <br />D <br />w - <br />OA <br />�a <br />� <br />C TO_ <br />RDAp <br />AND SANITARY LANDFILL <br />G <br />AR.3 <br />BEARccflEEtt pD <br />3 <br />g <br />LIE OA <br />U> <br />LIE <br />S�H� <br />R <br />C <br />ERAZ RoaD <br />2 <br />0 1 2 <br />Rono <br />' <br />i flT <br />,n,tE pOAD <br />SCALE (MILES) <br />T"A, <br />� <br />Z-DOASC- <br />RD <br />� <br />+ <br />5 <br />tREE <br />Rnn <br />Co.slocK <br />ROAD <br />- — "Ep <br />sR � J2 Z <br />N <br />CK p0p0 <br />g <br />MORADA <br />oosl <br />OR 26 <br />bI <br />AL <br />m <br />HAMMER ,LN <br />w <br />R 2O <br />TERMINAL EAST RN <br />RAILROAD <br />STOCKTONto° <br />o <br />D ROAD <br />� <br />V <br />O'I�� <br />� fa�0.CflitD LANE <br />IT011TON <br />`I L <br />yy <br />STOCKTON <br />'s <br />1 c <br />c <br />SSU <br />pOc�gN <br />Z��P <br />I>v+j6R+` �% <br />5 <br />TPRACQ <br />t <br />`10N <br />ROTE <br />a <br />S�PN <br />s'(0ST PIE <br />'ti0" ROAD <br />January 7, 2010 <br />Date <br />FREDERICK W. COPE <br />R.C.E. 19691 <br />PROJECT MANAGER <br />SHAW ENVIRONMENTAL, INC. <br />VICINITY MAP <br />DWG. N0. <br />T1 <br />ShEEI I Of 5 <br />PROJECT N0. <br />118040 <br />