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Z <br />3 <br />S <br />9 <br />CD <br />A <br />m <br />m <br />C <br />B <br />!I e <br />TEMPORARY SURFACE—WATER DOWNCHUTE/PIPE <br />x, <br />GP -0 <br />0 <br />k <br />BISH2 <br />LOCATION: N 3000.0 E 3000.0 EL 41.90 <br />is <br />- — — — -• - <br />kr <br />ACCESS ROAD <br />0 <br />N <br />k; <br />O <br />WITH ASSOCIATED PIPING <br />v <br />�7 <br />N <br />4i <br />O <br />— <br />ENTRANCE/EXIT <br />E <br />APPROXIMATE GAS PROBE LOCATION <br />APPROXIMATE LEACHATE SUMP RISER PIPE OUTLET LOCATION <br />x <br />APPROXIMATE LYSIMETER LOCATION <br />0 <br />LY-BG1 <br />m <br />0 <br />SURFACE -WATER SAMPLING LOCATION <br />i <br />Z <br />H <br />LL <br />LO <br />(D <br />LINE <br />N <br />TRANSFER <br />AREA + <br />c <br />6 <br />a <br />i <br />a;: <br />s <br />a <br />I <br />U <br />C <br />s <br />s <br />m <br />R <br />1 <br />4 <br />a <br />N <br />W I <br />T �N T. } <br />0 <br />crL <br />a <br />0 <br />4a <br />°° <br />w <br />-si <br />0 <br />W <br />F <br />Amw <br />GeoSyntec Consultants <br />a <br />AwAdmffmlbh <br />1500 Newell Ave., Ste. 800 <br />z <br />T <br />—I—N zvov <br />T <br />1 <br />1 <br />PROPERTY LINE <br />1' <br />I' <br />Is:S <br />t-? <br />SEDIMENTATION GP -3 1 <br />BASIN <br />T k <br />CLASS 2 <br />LEACHATE <br />IMPOUNDMENT <br />(WMU F NORTH) <br />APPROXIMATE I' <br />NEW LOCATION <br />FOR MW -20 i. <br />FOUR NEW LYSIMETERS <br />UNDER THE POND SUMP <br />I <br />+11 <br />00 <br />)FILL SCALE HOUSE <br />A ( B <br />GRAPHIC SCALE <br />150 0 75 150 300 60D <br />( IN FEET ) <br />1 inch = 150 ft <br />A <br />s <br />A <br />C <br />B <br />!I e <br />T <br />1 <br />1 <br />PROPERTY LINE <br />1' <br />I' <br />Is:S <br />t-? <br />SEDIMENTATION GP -3 1 <br />BASIN <br />T k <br />CLASS 2 <br />LEACHATE <br />IMPOUNDMENT <br />(WMU F NORTH) <br />APPROXIMATE I' <br />NEW LOCATION <br />FOR MW -20 i. <br />FOUR NEW LYSIMETERS <br />UNDER THE POND SUMP <br />I <br />+11 <br />00 <br />)FILL SCALE HOUSE <br />A ( B <br />GRAPHIC SCALE <br />150 0 75 150 300 60D <br />( IN FEET ) <br />1 inch = 150 ft <br />A <br />s <br />C <br />, <br />!I e <br />TEMPORARY SURFACE—WATER DOWNCHUTE/PIPE <br />x, <br />GP -0 <br />44 <br />k <br />BISH2 <br />LOCATION: N 3000.0 E 3000.0 EL 41.90 <br />is <br />- — — — -• - <br />kr <br />ACCESS ROAD <br />0 <br />_ N'.00 <br />k; <br />WITH ASSOCIATED PIPING <br />rr <br />�7 <br />APPROXIMATE GROUNDWATER MONITORING WELL LOCATION <br />4i <br />ENTRANCE/EXIT <br />E <br />APPROXIMATE GAS PROBE LOCATION <br />T <br />1 <br />1 <br />PROPERTY LINE <br />1' <br />I' <br />Is:S <br />t-? <br />SEDIMENTATION GP -3 1 <br />BASIN <br />T k <br />CLASS 2 <br />LEACHATE <br />IMPOUNDMENT <br />(WMU F NORTH) <br />APPROXIMATE I' <br />NEW LOCATION <br />FOR MW -20 i. <br />FOUR NEW LYSIMETERS <br />UNDER THE POND SUMP <br />I <br />+11 <br />00 <br />)FILL SCALE HOUSE <br />A ( B <br />GRAPHIC SCALE <br />150 0 75 150 300 60D <br />( IN FEET ) <br />1 inch = 150 ft <br />C <br />LEGEND <br />EXISTING GROUND CONTOUR (5—FT INTERVAL) <br />EXISTING GROUND CONTOUR (1—FT INTERVAL) <br />s <br />C <br />C <br />u <br />Forward, Inc. <br />T <br />LEGEND <br />EXISTING GROUND CONTOUR (5—FT INTERVAL) <br />EXISTING GROUND CONTOUR (1—FT INTERVAL) <br />s <br />APPROXIMATE WASTE MANAGEMENT UNIT BOUNDARY <br />, <br />D <br />TEMPORARY SURFACE—WATER DOWNCHUTE/PIPE <br />u <br />Forward, Inc. <br />T <br />F G H <br />T <br />LEGEND <br />EXISTING GROUND CONTOUR (5—FT INTERVAL) <br />EXISTING GROUND CONTOUR (1—FT INTERVAL) <br />s <br />APPROXIMATE WASTE MANAGEMENT UNIT BOUNDARY <br />, <br />E <br />TEMPORARY SURFACE—WATER DOWNCHUTE/PIPE <br />F G H <br />T <br />—P <br />1 <br />— <br />— -- —'— <br />w <br />LEGEND <br />EXISTING GROUND CONTOUR (5—FT INTERVAL) <br />EXISTING GROUND CONTOUR (1—FT INTERVAL) <br />s <br />APPROXIMATE WASTE MANAGEMENT UNIT BOUNDARY <br />, <br />—•—•—•—•—•—•—•— <br />TEMPORARY SURFACE—WATER DOWNCHUTE/PIPE <br />44 <br />SURVEY CONTROL POINT: AUSTIN ROAD BENCHMARK <br />BISH2 <br />LOCATION: N 3000.0 E 3000.0 EL 41.90 <br />4 <br />- — — — -• - <br />1 <br />0 <br />_ N'.00 <br />WITH ASSOCIATED PIPING <br />rr <br />OMW-01 <br />APPROXIMATE GROUNDWATER MONITORING WELL LOCATION <br />ENTRANCE/EXIT <br />GP -1 <br />APPROXIMATE GAS PROBE LOCATION <br />APPROXIMATE LEACHATE SUMP RISER PIPE OUTLET LOCATION <br />v <br />APPROXIMATE LYSIMETER LOCATION <br />LY-BG1 <br />pv' <br />SURFACE -WATER SAMPLING LOCATION <br />5 <br />OUTH AND HPROPERTY <br />EEN WASTE <br />LINE <br />_--+-— <br />REATMENT, <br />TRANSFER <br />AREA + <br />STAT10+A Y <br />i <br />a;: <br />s <br />a <br />I <br />s <br />s <br />I <br />R <br />1 <br />4 <br />a <br />I <br />W I <br />T �N T. } <br />k <br />4a <br />°° <br />-si <br />E <br />F <br />Amw <br />GeoSyntec Consultants <br />AwAdmffmlbh <br />1500 Newell Ave., Ste. 800 <br />A4MERNMENI& <br />Walnut Creek, CA 94596 <br />—P <br />1 <br />— <br />— -- —'— <br />w <br />LEGEND <br />EXISTING GROUND CONTOUR (5—FT INTERVAL) <br />EXISTING GROUND CONTOUR (1—FT INTERVAL) <br />3 <br />APPROXIMATE WASTE MANAGEMENT UNIT BOUNDARY <br />—•—•—•—•—•—•—•— <br />TEMPORARY SURFACE—WATER DOWNCHUTE/PIPE <br />SURVEY CONTROL POINT: AUSTIN ROAD BENCHMARK <br />BISH2 <br />LOCATION: N 3000.0 E 3000.0 EL 41.90 <br />4 <br />- — — — -• - <br />SURFACE -WATER DRAINAGE WITH DIRECTION OF FLOW <br />0 <br />EXISTING SURFACE -WATER DRAINAGE INLET <br />WITH ASSOCIATED PIPING <br />OMW-01 <br />APPROXIMATE GROUNDWATER MONITORING WELL LOCATION <br />GP -1 <br />APPROXIMATE GAS PROBE LOCATION <br />APPROXIMATE LEACHATE SUMP RISER PIPE OUTLET LOCATION <br />APPROXIMATE LYSIMETER LOCATION <br />LY-BG1 <br />SURFACE -WATER SAMPLING LOCATION <br />5 <br />No. C 53957 z m <br />Exp. 1 61 03 <br />tf j C° g V %d vQ <br />OF CA4.1F0�� <br />NOTES:k�• <br />1. EXISTING TOPOGRAPHY BASED ON AERIAL SURVEY PERFORMED ON 16 JUNE 1998. 6 <br />2. WASTE MANAGEMENT UNIT BOUNDARIES, PROPERTY LINES, AND CREEK EASEMENT <br />ARE APPROXIMATE AND WERE OBTAINED FROM WASTE MANAGEMENT UNIT D-99 DESIGN <br />DOCUMENTS, CH2MHILL. <br />3. WMUs D -88-N, D -88-S, D-89 AND THE EASTERN ASH PIT ARE OVERLAIN BY <br />SUBSEQUENTLY CONSTRUCTED WMUs. <br />I G <br />EXISTING MONITORING <br />AND CONTROL SYSTEMS <br />H <br />PERMIT DRAWING <br />BTB DATE: DECEMBER 1999 FIGURE N0. <br />ASK SCALE: 1" = 150, <br />SPL SPLPROJECT: WS0264 2=3 <br />RTR DOCUMENT:WC99 <br />