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EARTHFILL BERM <br />4" DIA. = <br />SDR -11 HDPE LCRS RISER PIPE <br />I I I L <br />18" DIA. EXTRA - <br />SDR -11 HDPE PRIMARY LEACHATE <br />EXTRACTION RISER PIPE <br />2:1 <br />PRIMARY LEACHATE RISER <br />PERFORATIONS (TYP.) <br />LEACHATE SUMP PLAN VIEW <br />D ETA I L <br />1 "=10' 4,6 10 <br />PIPE RISER 3 <br />SUPPORTS 10 13 <br />TOP OF SLOPE <br />2' SIDE SLOPE OPERATIONS LAYER <br />3.5' OPS WITHIN CORRIDOR <br />1.5' DEEP EXCAVATED <br />RISER CORRIDOR <br />/ CLAMP ASSEMBLY (2 MIN.) <br />/ HDPE BOOT <br />ELLIPTICAL CUTOUT IN PRIMARY \ <br />/ LINER SYSTEM FOR PIPE <br />12"0 SECONDARY <br />RISER PIPE <br />I <br />�\ <br />EXTR SION <br />WELD TYP.) / <br />x, <br />\ x/ <br />SECONDARY LINER SYSTEM <br />BOOT FOR 12" DIA. SECONDARY LEACHATE <br />EXTRACTION RISER PIPE <br />6" DIA. PERFORATED SDR -11 <br />HDPE LCRS PIPE IN <br />"V" TRENCH (TYP.) <br />C <br />4" DIA. PERFORATED SDR -11 <br />MONITORING PIPES <br />HDPE LCRS PIPE WITH S.S. WIRE <br />ROPE IN "V" TRENCH (TYP.) <br />UNSATURATED ZONE [ 1 <br />MONITORING STATION 10 s <br />3 (TYP) I <br />BASE LINER SYSTEM 1 <br />10 7 <br />E I EDGE OF SECONDARY LINER <br />AND GEOTEXTILE SEPARATOR <br />-J BETWEEN LCRS DRAINAGE LAYER <br />AND SUMP GRAVEL <br />SLOPE BREAK SUBGRADE PREPARATION LAYER <br />AND LINER SYSTEMS <br />6" DIA. PERFORATED SDR -11 <br />HDPE LCRS PIPE IN <br />"V" TRENCH (TYP.) <br />3 <br />SECONDARY LINER \ <br />2' <br />\OF <br />EDG <br />SECONDARY LINER <br />SLOPE BREAK <br />2' <br />18" DIAM. EXTRA LEACHATE <br />EXTRACTION RISER PIPE <br />4.5' <br />0.75' LCRS GRAVEL <br />DRAINAGE LAYER <br />EDGE OF <br />SECONDARY LINER <br />SLOPE BREAK <br />B <br />10 10 <br />2' BASE OPERATIONS LAYER 6 <br />10 4" DIA. PERFORATED LCRS PIPE <br />0.75' LCRS GRAVEL <br />DRAINAGE LAYER 6 SLOPE BREAK ON BASE LINER <br />10 7 <br />GEOTEXTILE END CAP (TYP.) <br />SEPERATOR <br />F� 22.0' <br />0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0•• 0. 0 0 0 0 0 0 0 0 O 0 0 000 0 0 <br />56.5' TOE OF SLOPE <br />CONTROL POINT EL. 53.5' <br />EL. 51.5 •0000.000•••00••••• O O <br />6.0' <br />SUMP GRAVEL <br />12.0' <br />NOTE: SECONDARY LINER <br />UNSATURATED ZONE MONITORING STATION <br />AND TRENCH ARE NOT SHOWN. 13.0' <br />PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />ERIC SCHNEIDER 10/31/14 <br />SECTION A <br />1"=5' 10 10 <br />0 692116 <br />2 <br />y Lk <br />AraCIVJ%. <br />\T,y <br />� OF CALF <br />-X- <br />1.5' DEEP EXCAVATED <br />RISER CORRIDOR <br />2TICAL N.T.S <br />TO SHOW <br />4" DIAM. LCRS PIPE <br />UNSATURATED <br />ZONE MONITORING _ <br />STATION TRENCH <br />B <br />10 9 <br />GEOTEXTILE SEPARATOR <br />18' DIA. EXTRA LEACHATE <br />-� <br />EXTRACTION RISER PIPE, <br />PERFORATED <br />EL. VARIES <br />OPERATI <br />1 L-7LAYER <br />3 < <br />GEOTEXTCUSHI6" MIN. SPREPARATIO <br />SUMP GRAVEL <br />UNSATURATED ZONE <br />MONITORING STATION TRENCH <br />26' <br />OF RISER CORRIDOR <br />-if- 3.0' -� <br />SECONDARY <br />LINER SYSTEM <br />I J <br />SECTION c <br />1 "=2' 10 10 <br />18" DIAM. PRIMARY LEACHATE <br />EXTRACTION RISER PIPE <br />3.0' <br />2' SIDE SLOPE <br />OPERATIONS LAYER <br />L PRIMARY <br />LINER SYSTEM <br />12" DIAM. SECONDARY <br />LEACHATE EXTRACTION <br />RISER PIPE (SEE NOTE) <br />OF SUMP <br />12.5' 12.5' <br />GEOTEXTILE CUSHION 6 <br />10 7 <br />2 MIN. 2 1' <br />SECONDARY GEOMEMBRANE <br />18" DIA PERFORATED PRIMARY GCL 3/8 <br />2.0' <br />13' <br />�_ VERTICAL N.T.S. TO <br />GEOSYNTHETICS <br />6" MIN. SUBGRADE <br />PREPARATION LAYER <br />4.5' <br />PRIMARY SIDE SLOPE <br />LINER SYSTEM <br />2 <br />t0 7 <br />:--LSEAM WELD <br />(TYP-) <br />EDGE OF <br />SECONDARY <br />LINER SYSTEM <br />SLOPE BREAK <br />NOTE: BACKFILL PIPE HAUNCH WITH LCRS GRAVEL. <br />PRIMARY BASE LINER <br />18" DIA. PRIMARY LEACHATE SYSTEM <br />EXTRACTION RISER PIPE, PERFORATED 1 <br />10 � <br />4" DIA, 12" DIA. SECONDARY LEACHATE <br />LCRS PIPEI EXTRACTION RISER PIPE, PERFORATED <br />\ EDGE OF <br />SECONDARY <br />SECONDARY \ LINER SYSTEM <br />LINER SYSTEM <br />I / \ <br />SEAM WELD (TYP.) <br />I � \ <br />GEOTEXTILE SEPERATOR If <br />0.75' GRAVEL DRAINAGE LAYER <br />GEOTEXTILE CUSHION C <br />PRIMARY GEOMEMBRANE <br />GCL <br />GEOCOMPOSITE DRAIN MATERIAL <br />SECONDARY GEOMEMBRANESECTI0N <br />GCL <br />1"=51 10 10 <br />SEAM WELD (TYP.) <br />EDGE OF <br />SECONDARY <br />LINER <br />LEACHATE EXTRACTION PIPE 3 <br />10 12 <br />4" DIA. PERFORATED LCRS PIPES SLOPE BREAK ON BASE LINER <br />L--LCRS PIPE INTERSECTION <br />12" DIA. PERFORATED SECONDARY 3 <br />LEACHATE EXTRACTION PIPE 10 t2 <br />AOWN <br />glill Shaw Environmental, Inc. <br />A CB&I Company <br />This drawing represents Intellectual property of CB&I, Inc. Any modification <br />to the original by other than Shaw Environmental, Inc personnel violates <br />its original purpose and as such is rendered void, CB&I, Inc will not be <br />held liable for any changes made to this document without express <br />written consent of the originator. <br />CONTROL POINTS <br />� EDGE OF <br />2' 2' 1' SECONDARY <br />/ LINER <br />1 „=2, <br />SLOPE BREAK <br />LOCATION <br />NORTHING (FT) <br />FASTING (FT) <br />EL (FT) <br />A <br />2220511.6 <br />6387664.3 <br />56.5 <br />B <br />2220534.4 <br />6387675.1 <br />57 <br />C <br />2220535.7 <br />6387706.4 <br />57 <br />D <br />2220488.4 <br />0 <br />10/31/201 <br />ISSUED FOR CONSTRUC11ON <br />ES ES <br />ES <br />DT <br />REV <br />DATE <br />DESCRIPTION <br />DWN BY DES BY <br />CHK BY <br />APP BY <br />DATE OF ISSUE DWN BY E. SCHN.EIDER CHK BY E. SCHNEI©ER <br />to13 /2014 DES BY E. SCHENIDER APP BY D. THOMPSON <br />AOWN <br />glill Shaw Environmental, Inc. <br />A CB&I Company <br />This drawing represents Intellectual property of CB&I, Inc. Any modification <br />to the original by other than Shaw Environmental, Inc personnel violates <br />its original purpose and as such is rendered void, CB&I, Inc will not be <br />held liable for any changes made to this document without express <br />written consent of the originator. <br />CONTROL POINTS <br />� EDGE OF <br />2' 2' 1' SECONDARY <br />/ LINER <br />1 „=2, <br />SLOPE BREAK <br />LOCATION <br />NORTHING (FT) <br />FASTING (FT) <br />EL (FT) <br />A <br />2220511.6 <br />6387664.3 <br />56.5 <br />B <br />2220534.4 <br />6387675.1 <br />57 <br />C <br />2220535.7 <br />6387706.4 <br />57 <br />D <br />2220488.4 <br />6387674.1 <br />57 <br />E <br />2220485.6 <br />6387705.4 <br />57 <br />F <br />2220517.9 <br />6387675.0 <br />51.5 <br />G <br />2220517.6 <br />6387687.5 <br />51.5 <br />H <br />2220504.9 <br />6387674.7 <br />51.5 <br />2220504.6 <br />6387687.2 <br />TF571 <br />LEACHATE SUMP <br />CONSTRUCTION OF AREA 5 <br />NORTH COUNTY RECYCLING CENTER AND SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />DWG. NO. <br />10 <br />of 18 <br />PROJECT NO. <br />150040 <br />