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lu <br />31 <br />C <br />6"DIAM. HDPE PERFORATED PIPE <br />(LEACHATE COLLECTION) <br />GRANULAR DRAINAGE MATERIAL <br />C c4 1.76.'�0�0800 <br />EDGE OF AREA 2A PREPARED FOUNDATION LAYER BARRIER FENCE <br />( NOTE 1) <br />GEOTEXTILE 1 FILL WITH GENERAL EARTHFILL <br />4 MIN (OVERLAP 2) OPERATIONS LAYER 50' AREA 2A TO DRAIN (N.I.C.) <br />COARSE GRAVEL <br />---- APPROX. APPROX. <br />5 18' APPROX. 19' ACCESS ROAD APPROX. 8' APPROX. 10' <br />2% 2' MIN .... - AREA 2A FUTURE F <br />EARTHFILL -2 ILL SLOPE <br />1.76% 2 _ .. (N.I.C.) F <br />PREPARED TURF REINFORCEMENT MAT <br />0 0 0 0 0 �o 0 0 0 0 08 1.76 0 <br />FOUNDATION <br />(TRM) Ce Ca <br />LAYER <br />0.55' <br />GEOTEXTILE <br />T 1 ^ 2, (OVERLAP 2 FT.) <br />FCOARSE GRAVEL <br />4" DIAM. HDPE <br />PERFORATED 5 <br />PIPE (SOIL GAS c Ca <br />PIPE) <br />9 DETAIL TYP. <br />c2 W LEACHATE AND SOIL GAS COLLECTION PIPE <br />N.T.S. <br />6" DIAM. HDPE PERFORATED PIPE <br />(LEACHATE COLLECTION) <br />GRANULAR DRAINAGE <br />MATERIAL <br />r <br />1 s o 'o a°��,pp nna,pp"e <br />C6 C4 1.]69�y odoo°3'00° <br />1 <br />6" DIAM. HDPE PERFORATED PIPE <br />EARTHFILL 1 <br />EARTHFILL <br />ANCHOR TRENCH 1 VARIES <br />2'�12 -- <br />(LEACHATE COLLECTION PIPE) <br />6" DIAM. HDPE PIPE (LEACHATE RISER PIPE) <br />(NOTES 2 AND 3) <br />GEOTEXTILE TO CONFORM TO RISER PIPE <br />GEOCOMPOSITE <br />1 75 MIN <br />� <br />/-GEOTEXTILE .., s �AC(QNS S_..., ".:.:•^y <br />MIN <br />PRaecr : <br />1IVIK <br />GEOSYNTHETIC CLAY LINER (GCL) <br />AR. <br />r <br />LEACHATE COLLECTION PIPE <br />N.T.S. <br />r 2' <br />1 <br />2 <br />LAY GEOTEXTILE OVER EXPOSED <br />GEOTEXTILE GRANULAR DRAINAGE MATERIAL <br />GEOMEMBRANE 26 CHANNEL 3 <br />cfi 1 OPERATIONS LAYER <br />GEOTEXTILE <br />GEOSYNTHETIC CLAY LINER (GCL) PLYWOOD (NOTE 2) <br />LAYER <br />GEOTEXTILE <br />GEOMEMBRANE <br />GEOSYNTHETIC <br />CLAY LINER (GCL) <br />GRANULAR DRAINAGE MATERIAL <br />GEOMEMBRANE <br />GEOSYNTHETIC CLAY LINER (GCL) E <br />10 DETAIL TYP. <br />SOUTHERN LINER SYSTEM TERMINATION BERM <br />PREPARED FOUNDATION LAYER <br />N.T.S. <br />EDGE OF AREA 2A PREPARED FOUNDATION LAYER <br />AREA 2A CONSTRUCTION AND OPERATIONS ACCESS ROAD <br />AND PUBLIC ACCESS ROAD <br />CLASS 11 AGGREGATE BASE APPROXI <br />APPROX. 18• APPROX. 32.7' APPROX. 18' APPROX. 30' APPROX. 10' <br />7.3 AREA 2A FUTURE REFUSE <br />REINFORCING FABRIC 2.5' FILL SLOPE (N.I.C.) <br />24 <br />cs t <br />1 76% <br />2 W L <br />EDGE OF PREPARED FOUNDATION LAYER <br />PLYWOOD (NOTE 2) <br />11 DETAIL TYP. <br />SOUTHERN LINER SYSTEM TERMINATION AT ACCESS ROAD <br />N.T.S. <br />13 <br />6"DIAM. HOPE PIPE WITH <br />GALVANIZED BLIND FLANGE <br />STEEL POST(TYP.) 1.5' <br />E] <br />1. <br />BOLTSUPPORT <br />BAR TO POST <br />6' <br />2" DIAM. <br />3' GALVANIZED <br />SUPPORT <br />EASTERN 1'-6" MIN. APPROX. 4' AR <br />TERMINATION LFG BERM <br />BERM <br />1 2 SEE DETAIL 3 <br />G` <br />EARTHFILL Wc6 ca <br />< <br />2%�l 21 IF SHEET IS LE; <br />SIDESLOPE SUBGRADE - <br />�1 2 REV DATE <br />3 3' <br />Geos <br />NOTES <br />OPERATIONS LAYER <br />GEOTEXTILE <br />GRANULAR DRAINAGE MATERIAL <br />GEOMEMBRANE <br />GEOSYNTHETIC CLAY LINER (GCL) <br />1. PLACE 4 FT HIGH ORANGE BARRIER FENCE WITH 10 FT POST SPACING UP-SLOPE 2 <br />FT FROM EDGE OF LINER AND ON BASE OF AREA 2A AS SHOWN. MAXIMUM POST <br />EMBEDMENT SHALL BE 2 FT, <br />2. LAY PLYWOOD CONTINUOUSLY ALONG LINER TERMINATION. <br />,� y_ r `.... %,>s �,�;,. {« _u»+ -c 2 �. Y2yJ'� •..x, SL�t l,� .,, �)^j ��� <br />v }OPERATIONS LAYER k. 7�gr'. <br />SACRIFICIAL <br />EARTHFILL 1 <br />EARTHFILL <br />ANCHOR TRENCH 1 VARIES <br />2'�12 -- <br />GEOMEMBRANE <br />6" DIAM. HDPE PIPE (LEACHATE RISER PIPE) <br />(NOTES 2 AND 3) <br />GEOTEXTILE TO CONFORM TO RISER PIPE <br />GEOCOMPOSITE <br />� <br />/-GEOTEXTILE .., s �AC(QNS S_..., ".:.:•^y <br />LIMITS OF 95% <br />PRaecr : <br />RELATIVE <br />GEOSYNTHETIC CLAY LINER (GCL) <br />COMPACTION <br />EARTHFILL <br />2 = <br />1-�30+ LAY GEOTEXTILE OVER EXPOSED <br />SITE: FOOTHILL SANITARY LANDFILL <br />2 GRANULAR DRAINAGE MATERIAL <br />CLSM _ _ _ _ <br />6" <br />---� AND PLYWOOD <br />r o <br />4• �.� <br />6" DIAM. HDPE PERFORATED PIPE 1 Z DETAIL TYP. <br />PREPARED FOUNDATION LAYER <br />30" DIAM. CORRUGATED <br />METAL PIPE <br />EDGE OF PREPARED FOUNDATION LAYER <br />PLYWOOD (NOTE 2) <br />11 DETAIL TYP. <br />SOUTHERN LINER SYSTEM TERMINATION AT ACCESS ROAD <br />N.T.S. <br />13 <br />6"DIAM. HOPE PIPE WITH <br />GALVANIZED BLIND FLANGE <br />STEEL POST(TYP.) 1.5' <br />E] <br />1. <br />BOLTSUPPORT <br />BAR TO POST <br />6' <br />2" DIAM. <br />3' GALVANIZED <br />SUPPORT <br />EASTERN 1'-6" MIN. APPROX. 4' AR <br />TERMINATION LFG BERM <br />BERM <br />1 2 SEE DETAIL 3 <br />G` <br />EARTHFILL Wc6 ca <br />< <br />2%�l 21 IF SHEET IS LE; <br />SIDESLOPE SUBGRADE - <br />�1 2 REV DATE <br />3 3' <br />Geos <br />NOTES <br />OPERATIONS LAYER <br />GEOTEXTILE <br />GRANULAR DRAINAGE MATERIAL <br />GEOMEMBRANE <br />GEOSYNTHETIC CLAY LINER (GCL) <br />1. PLACE 4 FT HIGH ORANGE BARRIER FENCE WITH 10 FT POST SPACING UP-SLOPE 2 <br />FT FROM EDGE OF LINER AND ON BASE OF AREA 2A AS SHOWN. MAXIMUM POST <br />EMBEDMENT SHALL BE 2 FT, <br />2. LAY PLYWOOD CONTINUOUSLY ALONG LINER TERMINATION. <br />,� y_ r `.... %,>s �,�;,. {« _u»+ -c 2 �. Y2yJ'� •..x, SL�t l,� .,, �)^j ��� <br />v }OPERATIONS LAYER k. 7�gr'. <br />SACRIFICIAL <br />EARTHFILL 1 <br />EARTHFILL <br />ANCHOR TRENCH 1 VARIES <br />2'�12 -- <br />GEOMEMBRANE <br />6" DIAM. HDPE PIPE (LEACHATE RISER PIPE) <br />(NOTES 2 AND 3) <br />GEOTEXTILE TO CONFORM TO RISER PIPE <br />GEOCOMPOSITE <br />� <br />/-GEOTEXTILE .., s �AC(QNS S_..., ".:.:•^y <br />GEOMEMBRANE <br />EDGE OF PREPARED FOUNDATION LAYER <br />PLYWOOD (NOTE 2) <br />11 DETAIL TYP. <br />SOUTHERN LINER SYSTEM TERMINATION AT ACCESS ROAD <br />N.T.S. <br />13 <br />6"DIAM. HOPE PIPE WITH <br />GALVANIZED BLIND FLANGE <br />STEEL POST(TYP.) 1.5' <br />E] <br />1. <br />BOLTSUPPORT <br />BAR TO POST <br />6' <br />2" DIAM. <br />3' GALVANIZED <br />SUPPORT <br />EASTERN 1'-6" MIN. APPROX. 4' AR <br />TERMINATION LFG BERM <br />BERM <br />1 2 SEE DETAIL 3 <br />G` <br />EARTHFILL Wc6 ca <br />< <br />2%�l 21 IF SHEET IS LE; <br />SIDESLOPE SUBGRADE - <br />�1 2 REV DATE <br />3 3' <br />Geos <br />NOTES <br />OPERATIONS LAYER <br />GEOTEXTILE <br />GRANULAR DRAINAGE MATERIAL <br />GEOMEMBRANE <br />GEOSYNTHETIC CLAY LINER (GCL) <br />1. PLACE 4 FT HIGH ORANGE BARRIER FENCE WITH 10 FT POST SPACING UP-SLOPE 2 <br />FT FROM EDGE OF LINER AND ON BASE OF AREA 2A AS SHOWN. MAXIMUM POST <br />EMBEDMENT SHALL BE 2 FT, <br />2. LAY PLYWOOD CONTINUOUSLY ALONG LINER TERMINATION. <br />,� y_ r `.... %,>s �,�;,. {« _u»+ -c 2 �. Y2yJ'� •..x, SL�t l,� .,, �)^j ��� <br />v }OPERATIONS LAYER k. 7�gr'. <br />SugO <br />EARTHFILL 1 <br />EARTHFILL <br />ANCHOR TRENCH 1 VARIES <br />2'�12 -- <br />COIISUtants ' <br />1610 EAST F <br />1111 CA <br />OAKILA .A W07 STOCK <br />PHOE: 510A- PHONE <br />TITLE: <br />DETAILS 111 <br />.� . �, (r1f1• . . . . . . . . . 1. ......., . . <br />GEOCOMPOSITE <br />GEOMEMBRANE <br />PRaecr : <br />Y, <br />GEOTEXTILE <br />GEOSYNTHETIC CLAY LINER (GCL) <br />CONSTRUCTION OF AREA 2A <br />1L- <br />SITE: FOOTHILL SANITARY LANDFILL <br />WELD GEOMEMBRANE 3 <br />(NOTE 41 <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />r o <br />DESIGN BY: FWS IX <br />6" DIAM. HDPE PERFORATED PIPE 1 Z DETAIL TYP. <br />DRAWN BY: AB PI <br />- COARSE GRAVEL a PRIMARY LCRS INSPECTION PIPE <br />CO—RUCTION 'UNLESS —LED <br />N.T.S. <br />CHECKED BY: KSJ A <br />rrJw'1'aE <br />REVIEWEDBY: SPL IX <br />APPROVED BY: KSJ <br />IF <br />