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2" DIA SCH 80 PVC PIPE CASING <br />TO BE RUN ON TOP OF GEOMEMBRANE <br />IN SAND LAYER <br />12 OZ GEOTEXTILE CUSHION <br />1 3' TYPE <br />4" DIA PERFORATED SDR 11 HDPE PIPE TYP. <br />2" DIA SCH 80 PVC PIPE CASING <br />NOTE: <br />LYSIMETER TRENCH WILL VARY IN DEPTH <br />TO MEET EDGE OF PAN LYSIMETER <br />GEOMEMBRANE <br />PAN LYSIMETER BOUNDARY- 60 MIL HDPE <br />GEOMEMBRANE TEXTURED BOTH SIDES <br />12' <br />RISER SUPPORT <br />HDPE BLIND FLANGE WITH <br />S.S. NUTS, WASHERS, &c BOLTS <br />X <br />Uj <br />z <br />J <br />�_6 FU_ <br />J <br />2 SIDE SLOPE <br />g 1 LINER SYSTEM <br />.g <br />EARTHFILL BERM <br />6" 70% SOIL -30% �TONITE PLUG \ \ <br />6 LINEAR O.0 FROM PIPE q <br />9 1 4" DIA. NON -PERFORATED <br />SDR 11 HDPE <br />®� A t -OR TRENCH \ <br />CLAMP ASSEMBLY (2 MIN.) \ <br />HDPE BOOT �\ <br />/ ELLIPTICAL CUTOUT IN <br />GEOSYNTHETICS FOR PIPEEXT\ <br />I <br />USION <br />WELDR(TYP.) <br />PAN LYSIMETER 60 MIL HDPE GEOMEMBRANE <br />D ETA I L TEXTURED BOTH SIDES \ <br />PRIMARY HDPE GEOMEMBRANE <br />1 "=2' 3 9 GEOSYNTHETIC CLAY LINER (GCL) \ <br />1' FOUNDATION LAYER PREPARATION \ / <br />1.' TYP - <br />0.67' <br />Af <br />7.1 <br />NOTE: <br />BOTTOM OF PAN LYSIMETER TO BE LEVEL <br />PAN LYSIMETER <br />SECTION A <br />1 "=1' 9 9 <br />CAN LID <br />WITH 9"X 9" <br />FLAT PLATE <br />WELDED ON TOP <br />N <br />WELD TWO 2" <br />BUTT HINGES LOCKING HASP. J" PLATE. <br />WELD 1 "W X 21 ON J <br />LID AND 1" X 1" ON CAN o <br />DRILL J" O HOLE <br />WIRES <br />` o <br />V CASING CAP(TYP) <br />UPPER CASING FOR "PRIMARY" SAMPLING CELL <br />10"x 10" SQUARE 7.5' <br />STEEL TUBE 1/4 RETAINING WALL ALONG <br />WALL EARTHFILL. USE 4"X12" <br />CLASS II A.B WALL BLOCK <br />3 <br />ENCLOSURE <br />FT AROUND 3., \ <br />OPENING <br />2 <br />. E <br />44 X <br />FINISHED � _A\\�/\// <br />GRADE 2 <br />\ j\ <br />3 MIN \\.COMPACTED SOIL <br />CONIC <br />io3 <br />4" DIA PERFORATED . <br />SDR 11 HDPE <br />9 <br />1 9 <br />2" SCH 80 PVC PIPE CASING <br />PROVIDE SLOTS FOR WIRES <br />TO SOIL MOISTURE BLOCKS <br />CONNECTOR <br />WIRES TO MOISTURE BLOCKS <br />1' SAND SEPARATION LAYER <br />PAN - 60 MIL HDPE GEOMEMBRANE <br />TEXTURED BOTH SIDES <br />SAND COMPACTED TO 90% <br />200 -MESH SILICA SAND <br />PLACED FULL LENGTH OF <br />4" DIA PIPE <br />•r: 1 ..• 'y!'�r: fir' <br />4 <br />SUBSEQUENT ANCHOR 9 7 <br />TRENCH AND EARTHFILL BERM <br />SIDE SLOPE LINER SYSTEM 2 <br />9 1 <br />r-- 6" MIN SUBGRADE PREPARATION <br />L TWO - 2" DIA. �� \� <br />4" SCH 80 PVC PIPES <br />70% SOIL -30% <br />BENTONITE MIX <br />BACKFILL B LYSIMETER TRENCH <br />9 9 <br />PROTECTIVE UNSATURATED ZONE MONITORING STATION ENCLOSURE <br />D ETA I L 2 NOTE: GEOSYNTHETICS NOT SHOWN <br />N.T.S. 3,11 9 <br />GYPSUM SOIL ' <br />MOISTURE BLOCK (2) <br />LYSIMETER <br />1' MIN. FOUNDATION SOIL <br />PREPF� <br />"Tl^"' ^kl r]Aelr- <br />12 OZ GEOTEXTILE CUSHION <br />60 MIL HDPE GEOMEMBRANE <br />TEXTURED BOTH SIDES <br />GCL — <br />SOIL GAS RISER PIPE <br />SECTION 4 <br />1"=5p 3 9 <br />9- <br />BASE LINER SYSTEM <br />1' FOUNDATION <br />LAYER PREPARATION <br />PER PLAN <br />PERFORATED SOIL GAS TRENCH <br />STARTS AT GRADE BREAK <br />LCRS AND OPERATIONS LAYER NOT SHOWN <br />GEOCOMPOSITE DRAIN MATERIAL <br />60 MIL HDPE GEOMEMBRANE _ <br />TEXTURED BOTH SIDES <br />G C L --\ <br />OIL BACKFILL 70% SOIL -30% BENTONITE <br />MIX BACKFILL <br />4 DIA. NON -PERFORATED SDR 11 <br />HDPE SOIL GAS <br />RISER PIPE <br />INSTALL PULL ROPE WHERE LYSIMETER WIRES ARE NOT INSTALLED <br />LYSIMETERS TRENCH <br />SECTION B <br />N.T.S. �1 9 <br />co <br />-- <br />°0 0 <br />1' FOUNDATION LAYER <br />1 TYP. <br />I©°e°® <br />00 <br />BASE LINER <br />SYSTEM 9 7 <br />PREPARATION <br />ES <br />ES <br />ES <br />DT <br />REV <br />DATEDESCRIPTION <br />I <br />+ I <br />CHK BY <br />APP BY <br />DATE OF ISSUE DWN BY E,• SCHNEIDER CHK BY E. SCH_NEIDER <br />10/31/2014 DES BY E. SCHN:EIDER_ APP BY D. T_HOMPS.ON <br />0.5' <br />o o Qoo <br />000�o o <br />DRAINAGE GRAVEL (SAME <br />MATERIAL AS <br />LCRS GRAVEL DRAINAGE <br />LAYER) <br />GEOTEXTILE SEPARATOR <br />4" DIA. PERFORATED SDR 11 <br />9 <br />HDPE SOIL GAS PIPE <br />g 7 <br />GEOCOMPOSITE DRAIN MATERIAL <br />60 MIL HDPE GEOMEMBRANE _ <br />TEXTURED BOTH SIDES <br />G C L --\ <br />OIL BACKFILL 70% SOIL -30% BENTONITE <br />MIX BACKFILL <br />4 DIA. NON -PERFORATED SDR 11 <br />HDPE SOIL GAS <br />RISER PIPE <br />INSTALL PULL ROPE WHERE LYSIMETER WIRES ARE NOT INSTALLED <br />LYSIMETERS TRENCH <br />SECTION B <br />N.T.S. �1 9 <br />Shaw Environmental, Inc. <br />- A CB&I Company <br />SOIL GAS TRENCH <br />SECTION 5 <br />1n=10 3,9 9 <br />OPERATIONS LAYER NOT SHOWN <br />0.5' <br />1.5' <br />SOIL GAS RISER TRENCH <br />SECTION 6 <br />1"=1 ' 3,9 9 <br />This drawing represents intellectual property of CB&I, Inc. Any modification to the <br />original by other than Show Environmental, Inc. personnel violates its original purpose <br />and as such is rendered void. CS&I, Inc. will not be held liable for any changes <br />made to this document without express written consent of the originator. <br />6" MIN. <br />SUBGRADE <br />PREPARATION <br />LAYER <br />SOIL GAS SYSTEM DETAILS <br />CONSTRUCTION OF AREA 5 <br />NORTH COUNTY RECYCLING CENTER AND SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />DWG. N0. <br />9 <br />of 18 <br />PROJECT NO. <br />150040 <br />0 <br />10/31/2014 <br />ISSUED FOR CONSTRUCTION <br />ES <br />ES <br />ES <br />DT <br />REV <br />DATEDESCRIPTION <br />DWN BY <br />DES BY. <br />CHK BY <br />APP BY <br />DATE OF ISSUE DWN BY E,• SCHNEIDER CHK BY E. SCH_NEIDER <br />10/31/2014 DES BY E. SCHN:EIDER_ APP BY D. T_HOMPS.ON <br />Shaw Environmental, Inc. <br />- A CB&I Company <br />SOIL GAS TRENCH <br />SECTION 5 <br />1n=10 3,9 9 <br />OPERATIONS LAYER NOT SHOWN <br />0.5' <br />1.5' <br />SOIL GAS RISER TRENCH <br />SECTION 6 <br />1"=1 ' 3,9 9 <br />This drawing represents intellectual property of CB&I, Inc. Any modification to the <br />original by other than Show Environmental, Inc. personnel violates its original purpose <br />and as such is rendered void. CS&I, Inc. will not be held liable for any changes <br />made to this document without express written consent of the originator. <br />6" MIN. <br />SUBGRADE <br />PREPARATION <br />LAYER <br />SOIL GAS SYSTEM DETAILS <br />CONSTRUCTION OF AREA 5 <br />NORTH COUNTY RECYCLING CENTER AND SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />DWG. N0. <br />9 <br />of 18 <br />PROJECT NO. <br />150040 <br />