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1 <br />2I <br />3 <br />0 <br />69 <br />6 <br />N 2000 <br />+ <br />+ <br />2 <br />+ <br />+ <br />`� NORTH) <br />+ <br />+ <br />GRAPHIC SCALE <br />150 300 <br />( IN FEET ) <br />1 inch = 150 ft. <br />B <br />+ <br />C <br />— <br />C <br />+ <br />BTB <br />DATE: DECEMBER 1999 <br />+N <br />+ <br />i <br />+ <br />F <br />+ <br />C <br />G <br />H <br />PROJECT: WSO264 <br />2O2 <br />APP <br />BY: <br />IOUTH AND HPROPERTY <br />D <br />" <br />!EEN WASTE <br />E <br />REATMENT <br />TRANSFER <br />II <br />I ; <br />+ <br />+ <br />1 <br />+ <br />w I, <br />r' <br />g a � <br />Sb <br />ACCESS ROAD_ <br />y <br />4 h k <br />J <br />� <br />+ <br />+N 2500 <br />+ <br />foil <br />:: <br />A i <br />I <br />1 <br />+ + <br />_t... <br />E <br />F <br />Adommmummm <br />Amw <br />GeoSyntec Consultants <br />1500 Newell Ave., Ste, 800 <br />t <br />+ <br />N 2000 <br />+ <br />+ <br />2 <br />+ <br />+ <br />`� NORTH) <br />+ <br />+ <br />GRAPHIC SCALE <br />150 300 <br />( IN FEET ) <br />1 inch = 150 ft. <br />B <br />+ <br />C <br />— <br />C <br />+ <br />+ <br />+ <br />BTB <br />DATE: DECEMBER 1999 <br />+N <br />+ <br />i <br />+ <br />F <br />+ <br />ENTRANCE/EXIT <br />G <br />H <br />PROJECT: WSO264 <br />2O2 <br />APP <br />BY: <br />IOUTH AND HPROPERTY <br />D <br />!EEN WASTE <br />E <br />REATMENT <br />+ <br />+ <br />3PiQ.... '. <br />BSH2 <br />FORWARD LANDFILL <br />ENTRANCE/EXIT <br />+ <br />AUSTIN ROAD <br />+ <br />+ <br />+ <br />BTB <br />DATE: DECEMBER 1999 <br />+N <br />+ <br />i <br />+ <br />F <br />+ <br />ENTRANCE/EXIT <br />G <br />H <br />PROJECT: WSO264 <br />3PiQ.... '. <br />BSH2 <br />FORWARD LANDFILL <br />ENTRANCE/EXIT <br />+ <br />AUSTIN ROAD <br />+ <br />+ <br />+ <br />+ <br />BTB <br />DATE: DECEMBER 1999 <br />+N <br />+ <br />i <br />ABKSCALE: <br />SPL <br />I <br />+ <br />ENTRANCE/EXIT <br />BY: <br />+ <br />N 3600 <br />+ <br />+ <br />+ <br />+ <br />+ <br />+N 500 <br />1 <br />2 <br />3 <br />LEGEND <br />EXISTING GROUND CONTOUR (S—FT INTERVAL) <br />- EXISTING GROUND CONTOUR (1—FT INTERVAL) <br />APPROXIMATE WASTE MANAGEMENT UNIT BOUNDARY <br />—•—•—•—•—•—•—•— TEMPORARY SURFACE—WATER DOWNCHUTE/PIPE <br />BISH2 SURVEY CONTROL POINT: AUSTIN ROAD BENCHMARK <br />LOCATION: N 3000.0 E 3000.0 EL 41.90 4 <br />I I !CLOSED CLASS I <br />e .w i .b. <br />ACTIVE CLASS II <br />r,,.�..7 <br />X /' <br />d' t ACTIVE CLASS III <br />IIIIkt �, <br />771 <br />F'✓aeu A xry <br />vw. t•�nae <br />mVe4+i § <br />•- --"-•••-- PROPOSED CLASS II <br />a 7 5 <br />+. INACTIVE CLASS III <br />8S1�� <br />�® BORA <br />A 7 <br />LU cd No. C 53957 z <br />IZ sI a3 <br />Or GA!!� <br />NOTES: f <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 />+ <br />G <br />EXISTING/PROPOSED <br />CONDITIONS <br />Forward, Inc.vy <br />1 FORWARIRDAUA Dlnl�"L '� AI tT-CA,"6AEIFORNIA <br />H <br />PERMIT DRAWING <br />DES <br />BY: <br />BTB <br />DATE: DECEMBER 1999 <br />+N <br />+ <br />BY: <br />BY: <br />ABKSCALE: <br />SPL <br />1" = 150' <br />o <br />ENTRANCE/EXIT <br />BY: <br />SPL <br />PROJECT: WSO264 <br />2O2 <br />APP <br />BY: <br />IOUTH AND HPROPERTY <br />—LINE <br />!EEN WASTE <br />026 4—FIN — 02. D WG <br />REATMENT <br />TRANSFER <br />AREA <br />1 <br />I ; <br />+ <br />w I, <br />r' <br />g a � <br />Sb <br />y <br />4 h k <br />J <br />+ +N 990 <br />I <br />+ <br />A i <br />+ <br />+ + <br />_t... <br />E <br />F <br />Adommmummm <br />Amw <br />GeoSyntec Consultants <br />1500 Newell Ave., Ste, 800 <br />Walnut Creek, CA 94596 <br />N 3600 <br />+ <br />+ <br />+ <br />+ <br />+ <br />+N 500 <br />1 <br />2 <br />3 <br />LEGEND <br />EXISTING GROUND CONTOUR (S—FT INTERVAL) <br />- EXISTING GROUND CONTOUR (1—FT INTERVAL) <br />APPROXIMATE WASTE MANAGEMENT UNIT BOUNDARY <br />—•—•—•—•—•—•—•— TEMPORARY SURFACE—WATER DOWNCHUTE/PIPE <br />BISH2 SURVEY CONTROL POINT: AUSTIN ROAD BENCHMARK <br />LOCATION: N 3000.0 E 3000.0 EL 41.90 4 <br />I I !CLOSED CLASS I <br />e .w i .b. <br />ACTIVE CLASS II <br />r,,.�..7 <br />X /' <br />d' t ACTIVE CLASS III <br />IIIIkt �, <br />771 <br />F'✓aeu A xry <br />vw. t•�nae <br />mVe4+i § <br />•- --"-•••-- PROPOSED CLASS II <br />a 7 5 <br />+. INACTIVE CLASS III <br />8S1�� <br />�® BORA <br />A 7 <br />LU cd No. C 53957 z <br />IZ sI a3 <br />Or GA!!� <br />NOTES: f <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 />+ <br />G <br />EXISTING/PROPOSED <br />CONDITIONS <br />Forward, Inc.vy <br />1 FORWARIRDAUA Dlnl�"L '� AI tT-CA,"6AEIFORNIA <br />H <br />PERMIT DRAWING <br />DES <br />BY: <br />BTB <br />DATE: DECEMBER 1999 <br />FIGURE NO. <br />DRN <br />CHK <br />BY: <br />BY: <br />ABKSCALE: <br />SPL <br />1" = 150' <br />REV <br />BY: <br />SPL <br />PROJECT: WSO264 <br />2O2 <br />APP <br />BY: <br />BTB <br />DOCUMENT: WC99 <br />FILE: <br />026 4—FIN — 02. D WG <br />I, <br />II <br />