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EI <br />F <br />1 <br />�i <br />4 <br />5 <br />C� <br />7 <br />n <br />15 SACRIFICIAL GEOMEMBRANE (NOTES 1 AND 2) <br />C7 C7 GEOCOMPOSITE <br />GEOMEMBRANE <br />GEOSYNTHETIC CLAY LINER (GCL) <br />IGEOTEXTILE <br />a. <br />24" DIAM. HDPE PIPE <br />(SECONDARY RISER PIPE) <br />(SEE DETAIL 2 ON DRAWING M-4 FOR <br />INTERIOR TUBING) <br />�- <br />_.._.._ <br />_. <br />1 <br />E <br />2 <br />LAYER <br />- _.._.._.._.._ <br />75 <br />afoe� aa•�a�� a dr-r�aas-67- a- -Ucr-d sazr�c-baa o0 0p 00 0p 00 0p 0o O Oo Oo 00 0p 00 0p 00 0p Oo 00 0p 00 0p Oo 00 00 i _ .. _ .. _ .. _ . <br />Oo Oo 0 oo 000 0 00 00 0o Oo Oo 0 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0o Oo Oo 00 0o Oo 0o Oo Oo� O o0 00 00 0c 00 oc 00 o0 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 o0 od O o0 00 00 00 00 00 00 80 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 i — <br />,o pO.o 00 ° ° 2°sq,az�,� o ods°�E� °°� °� �°� °� °� `°•� °°�� •� °�° o° �,1°n°,e°,°°�°�°.e° °° A°e°n°,e°A° GRANULAR D RAI NAGE MATER IAL �°o a°o a°o°a°S°a°o°d°o d°o a°o°d°o0g° 00 O �_o?_o°d°o°�°o �°o �°o°d°o°d°o°d°o°�°o°d° 00 " <br />SACRIFICIAL <br />GEOMEMBRANE <br />(NOTES 1 AND 2) <br />GEOCOMPOSITE <br />GEOMEMBRANE <br />GEOSYNTHETIC <br />CLAY LINER <br />GRANULAR <br />BACKFILL <br />21' <br />Cil Cii <br />1 <br />5' <br />3 <br />GEOMEMBRANE­' <br />GEOSYNTHETIC CLAY LINER (GCL) <br />GEOCOMPOSITE <br />// <br />GEOMEMBRANE <br />GEOSYNTHETIC CLAY LINER (GCL) <br />APPROX. 10.5' <br />PIPE PENETRATION <br />SEE DETAIL 22 ON <br />DRAWING C-9 <br />24" DIAM <br />HDPE PIPE <br />(SECONDARY <br />RISER PIPE) <br />APPROX. 3' --i <br />COARSE GRAVEL 4.5' MIN <br />W4 0 <br />ME Ar VAN <br />FLANGE AND <br />HDPE BLIND <br />FLANGE (TYP.) <br />- <br />2' <br />.20. <br />c7c9 <br />END CAP <br />5' MIN - <br />SEE 23 <br />33' <br />24" DIAM. HDPE <br />PERFORATED PIPE <br />(SECONDARY PIPE'. <br />COARSE GRAVEL <br />�..I�S. <br />� 1 � <br />•• is ! �• .0W, la,01111 <br />i i. <br />.moi'! � .��i .. � •••f- <br />j:. <br />GEOTEXTILE <br />- - - - GEOMEMBRANE <br />GEOSYNTHETIC CLAY LINER (GCL) <br />3 <br />COARSE GRAVEL <br />\6"DIAM. HDPE PERFORATED <br />710'MIN. PIPE (LYSIMETER PIPE) <br />GEOTEXTILE <br />8' MIN. <br />10' MIN. GEOMEMBRANE <br />DETAIL (TYP.) <br />SUMP WITH SECONDARY RISER PIPE <br />N.T.S. <br />24" x 36" PRE -CAST CONCRETE VAULT <br />WI TRAFFIC RATED STEEL PLATE COVER <br />ARTHFILL///-FLANGE <br />AND HDPE <br />BLIND FLANGE (TYP.) <br />..------------- <br />______________ <br />14"MIN. <br />2-_-_-- --- _ <br />REV <br />i <br />DESCRIPTION <br />DRN <br />APP <br />Geosyntecl> <br />APPROX. 4.5' 3' <br />7.] �77_ -�gw i '-ANCHOR TRENCH <br />6" DIAM. HDPE PIPE (LYSIMETER RISER PIPE) <br />'*GEOTEXTILE <br />GEOSYNTHETIC CLAY LINER (GCL) <br />EOMEMBRANE <br />DETAIL <br />SECONDARY LCRS RISER TERMINATION AT TOP OF SLOPE <br />N.T.S. <br />4 <br />STAINLESS STEEL <br />CLAMP WITH T -BC <br />HDPE <br />GEOMEMBRANE <br />BOOT <br />/SAI II V <br />XTILE BETWEEN CLAMP <br />:OMEMBRANE <br />gEOPRENE GASKET (ALL AROUND) <br />22 DETAIL <br />��cm PIPE PENETRATION <br />N.T.S. <br />5 <br />RANULAR BACKFILL <br />l`J <br />35' <br />NOTES: <br />1. SACRIFICIAL GEOMEMBRANE SHALL BE PLACED OVER THE GEOCOMPOSITE <br />THAT WILL BE EXPOSED FOR MORE THAN 15 DAYS FROM TOP OF SOIL <br />OPERATIONS LAYER TO BEYOND THE EDGE OF THE ANCHOR TRENCH BUT <br />NOT IN THE ANCHOR TRENCH. CONTRACTOR SHALL ANCHOR SACRIFICIAL <br />GEOMEMBRANE WITH 30 LB SANDBAGS SPACED IN A 10' SQUARE GRID AND <br />TIED WITH ROPE. <br />2. SACRIFICIAL GEOMEMBRANE SHALL BE MARKED USING SPRAY -PAINT AND <br />STENCIL PROVIDED BY THE CONTRACTOR AS DESCRIBED IN SECTION 02785 <br />OF THE TECHNICAL SPECIFICATIONS. <br />Ir CUcCT 10 1 COO TUAAI 13e" RV ZR" TUGAI IT IC a PPr)l ICGP1 PPINT_Qr01 F P;=nlJr.F= 1 A[:C:CIRIDINC l Y <br />7 <br />REV <br />DATE <br />DESCRIPTION <br />DRN <br />APP <br />Geosyntecl> <br />s\ v <br />1111 BROADWAY, 6TH FLOOR 1810 <br />EAST HAZELTON AVENUE <br />OAKLAND, CA 94607 <br />STOCKTON, CA 95205 <br />PHONE: 510.836.3034 <br />PHONE: 209.468.3000 <br />TITLE: <br />DETAILS VI <br />PROJECT: <br />CONSTRUCTION OF AREA 2A <br />SITE: FOOTHILL SANITARY LANDFILL <br />SAN JOAQU IN COUNTY, CALIFORNIA <br />THIS DRAWING MAY NOT BE ISSUED <br />FOR PROJECT TENDER OR <br />CONSTRUCT ON, UNLESS SEALED. <br />SIGNATURE <br />if mw lbfY <br />DATE <br />-���%q <br />�( n1c . J4Ci3/+4 <br />: e %& <br />` 4 to �`r• <br />���� <br />DESIGN BY: FWS <br />DATE: NOVEMBER 2014 <br />DRAWN BY: AB <br />PROJECT NO.: WG 1780 <br />CHECKED BY: SPL <br />FILE: DETAILS VI <br />REVIEWED BY: SPL <br />DRAWING NO.: C-9 <br />SHEET 1 OOF 25 <br />APPROVED BY: KSJ <br />7 <br />