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s � <br />3' <br />1 10 11 � <br />2 °............. ,,... <br />\i 10=2 9i <br />\ EXISTING LIMIT OF AREA 4 LINER / <br />4 <br />{ <br />Wr <br />DETAIL 10 NOTES: <br />O1 REMOVE EXISTING OPERATIONS LAYER AND <br />PROTECTIVE PLYWOOD SHEET. DO NOT DAMAGE <br />UNDERLYING EXISTING GEOCOMPOSITE, <br />GEOMEMBRANE, AND GCL. <br />Q2 CUT AND PULL BACK EXISTING GEOCOMPOSITE, <br />GEOMEMBRANE. <br />O3 PREPARE 1' FOUNDATION LAYER. <br />® INSTALL GCL. <br />O REPLACE OR REINSTALL EXISTING GCL AND <br />GEOMEMBRANE. <br />© INSTALL AND SEAM WELD GEOMEMBRANE <br />�7 INSTALL 12 OZ. GEOTEXTILE CUSHION <br />® RELAY EXISTING GEOCOMPOSITE. <br />O9 INSTALL LCRS GRAVEL DRAINAGE LAYER. <br />10 INSTALL GEOTEXTILE SEPARATOR. <br />11 PLACE OPERATIONS SOIL LAYER. <br />CONTRACTOR TO VERIFY EXISTING LINER DEPTH <br />BEFORE EXCAVATION <br />/BASE LINER 811 <br />/ ( \ SYSTEM <br />/ I � / AREA 5 <br />SLOPE PER P-LAN� <br />�1 <br />SLOPE PER P� <br />�, <br />ELEVATION PER PLAN "'� <br />-£ , ` <br />\�— <br />`EXISTING ANCHOR TRENCH <br />J <br />I <br />TEXISTING SASE LINER SYSTEM <br />BASE LINER CONNECTION (AREA 5 TO AREA 4) <br />SECTION 10 <br />1"=50 6 8 <br />EXISTING LIMIT OF <br />AREA 4 LINER, <br />2' MIN. 9 <br />EXISTING 1.5' 8 <br />SIDE SLOPE 1 7 6 <br />LINER SYSTEM 1' <br />2 2 <br />SEAM <br />____ <br />xxxFcx>xxl>i xxx>�xx x> ­x x>� <br />BASE LINER SYSTEM (TYP) <br />oO'z N <br />�o <br />U <br />0 <br />D <br />U C3 <br />EXISTING ANCHOR TRENCH <br />SIDE SLOPE LINER CONNECTION <br />SECTION 11 <br />1 "=2' 6 8 <br />SLOPE PER MAN <br />INSTALL PULL ROPE---/ <br />FOR FUTURE VZ 11 <br />LYSIMETER PVC <br />CONDUIT <br />EARTHFILL BERM 12 <br />8 8 <br />DETAIL 11 NOTES: <br />�1 REMOVE EXISTING 2' OPERATIONS SOIL LAYER AND <br />PROTECTIVE PLYWOOD SHEET, DO NOT DAMAGE <br />UNDERLYING EXISTING GEOCOMPOSITE, <br />GEOMEMBRANE AND GCL. <br />® CUT AND PULL BACK EXISTING GEOCOMPOSITE, <br />GEOMEMBRANE, AND GCL. <br />O PREPARE 6" MINIMUM FOUNDATION LAYER. <br />® INSTALL GCL. <br />O5 RE—LAY EXISTING GCL AND GEOMEMBRANE. <br />© INSTALL AND SEAM GEOMEMBRANE. <br />70 RE—LAY EXISTING GEOCOMPOSITE. <br />® INSTALL GEOCOMPOSITE DRAIN MATERIAL. <br />0 PLACE OPERATIONS SOIL LAYER. <br />10 ONTRACTOR TO VERIFY EXISTING LINER DEPTH <br />BEFORE EXCAVATION <br />LINE WHERE INDICATED <br />DRAINAGE BENCH <br />AT SOIL GAS TRENCH <br />70% SOIL —30% <br />BENTONITE MIX <br />BACKFILL. WIDTH: <br />3 FT CENTER OF <br />TRENCH <br />PROJECT ENGINEER <br />G'EOTEXTILE <br />SEPARATOR <br />CHECKED <br />DATE <br />APPROVAL RECOMMENDED <br />. , °. . <br />, ... <br />... °..... <br />.2.:.... <br />_ . , .:, <br />INSTALL PULL ROPE---/ <br />FOR FUTURE VZ 11 <br />LYSIMETER PVC <br />CONDUIT <br />EARTHFILL BERM 12 <br />8 8 <br />DETAIL 11 NOTES: <br />�1 REMOVE EXISTING 2' OPERATIONS SOIL LAYER AND <br />PROTECTIVE PLYWOOD SHEET, DO NOT DAMAGE <br />UNDERLYING EXISTING GEOCOMPOSITE, <br />GEOMEMBRANE AND GCL. <br />® CUT AND PULL BACK EXISTING GEOCOMPOSITE, <br />GEOMEMBRANE, AND GCL. <br />O PREPARE 6" MINIMUM FOUNDATION LAYER. <br />® INSTALL GCL. <br />O5 RE—LAY EXISTING GCL AND GEOMEMBRANE. <br />© INSTALL AND SEAM GEOMEMBRANE. <br />70 RE—LAY EXISTING GEOCOMPOSITE. <br />® INSTALL GEOCOMPOSITE DRAIN MATERIAL. <br />0 PLACE OPERATIONS SOIL LAYER. <br />10 ONTRACTOR TO VERIFY EXISTING LINER DEPTH <br />BEFORE EXCAVATION <br />LINE WHERE INDICATED <br />DRAINAGE BENCH <br />AT SOIL GAS TRENCH <br />70% SOIL —30% <br />BENTONITE MIX <br />BACKFILL. WIDTH: <br />3 FT CENTER OF <br />TRENCH <br />TO EXISTING GROUND <br />ELEVATION VARIES <br />EARTH FI LL <br />LYSIMETER TERMINATION <br />SECTIONr15*� <br />1 "=2' V3 8 <br />U 64219 trol <br />CIt Vm <br />ar CIV11- �P <br />qte of ca�t5 - <br />INSTALL 6 FT T—POST FENCE 50 FT ON—CENTER <br />MAX DEPTH OF T—POST: 1 FT <br />w <br />EARTHFILL BERM 25 FT <br />1 <br />BASE LINER SYSTEM (TYP) FLOW LINE WHERE INDICATED <br />2I Q m, 2 <br />2' 1 w —I 1 DRAIN GE BENCH <br />#N.r t., O ,. <br />29a SLOPE PER PLAN <br />A <br />SLOPE PER PLAN <br />__ 1�___ _____________ ______________ <br />I <br />I <br />PLYWOOD �, <br />I <br />f i 2 .� <br />GEOTEXTILEGEOTEXTIL 1 IM TA <br />I INTER <br />OUSHION SEPARATOR a <br />�. I <br />� 1 <br />SLOPE PER PL4N 1 ------ <br />nDRAINAGE LAYER <br />>� FOUNDATION M_1�1;1 01 <br />LAYER <br />2 <br />2' <br />BASE LINER SYSTEM (TYP) <br />INTERIM AREA BASE LINER TERMINATION AND ANCHOR TRENCH <br />SECTION 12 <br />1"=29 6 8 <br />Llrl\J I II L <br />LCRS PIPE TERMINATION <br />SECTION 13 <br />w <br />z <br />J <br />EARTH FI LL <br />RTHFILL <br />EARTHFILL BERM 12 <br />8 8 <br />FLOW LINE WHERE INDICATED <br />\ DRAINAGE BENCH <br />EARTH FI LL <br />EARTHFILL BERM 12 <br />8 8 <br />EARTHFILL <br />1 2' 2 2' 2 FLOW LINE WHERE INDICATED <br />BASE LINER SYSTEM (TYP} 8 7 1 1 DRAINAGE BENCH <br />2 <br />�I A <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />APPROVAL RECOMMENDED <br />DATE <br />ERIC SCHNEIDER <br />10/31/14 <br />TO EXISTING GROUND <br />ELEVATION VARIES <br />EARTH FI LL <br />LYSIMETER TERMINATION <br />SECTIONr15*� <br />1 "=2' V3 8 <br />U 64219 trol <br />CIt Vm <br />ar CIV11- �P <br />qte of ca�t5 - <br />INSTALL 6 FT T—POST FENCE 50 FT ON—CENTER <br />MAX DEPTH OF T—POST: 1 FT <br />w <br />EARTHFILL BERM 25 FT <br />1 <br />BASE LINER SYSTEM (TYP) FLOW LINE WHERE INDICATED <br />2I Q m, 2 <br />2' 1 w —I 1 DRAIN GE BENCH <br />#N.r t., O ,. <br />29a SLOPE PER PLAN <br />A <br />SLOPE PER PLAN <br />__ 1�___ _____________ ______________ <br />I <br />I <br />PLYWOOD �, <br />I <br />f i 2 .� <br />GEOTEXTILEGEOTEXTIL 1 IM TA <br />I INTER <br />OUSHION SEPARATOR a <br />�. I <br />� 1 <br />SLOPE PER PL4N 1 ------ <br />nDRAINAGE LAYER <br />>� FOUNDATION M_1�1;1 01 <br />LAYER <br />2 <br />2' <br />BASE LINER SYSTEM (TYP) <br />INTERIM AREA BASE LINER TERMINATION AND ANCHOR TRENCH <br />SECTION 12 <br />1"=29 6 8 <br />Llrl\J I II L <br />LCRS PIPE TERMINATION <br />SECTION 13 <br />w <br />z <br />J <br />EARTH FI LL <br />RTHFILL <br />EARTHFILL BERM 12 <br />8 8 <br />FLOW LINE WHERE INDICATED <br />\ DRAINAGE BENCH <br />EARTH FI LL <br />EARTHFILL BERM 12 <br />8 8 <br />EARTHFILL <br />1 2' 2 2' 2 FLOW LINE WHERE INDICATED <br />BASE LINER SYSTEM (TYP} 8 7 1 1 DRAINAGE BENCH <br />2 <br />�I A <br />' Shaw Environmental, Inc. <br />- - A CB&I Company <br />This drawing represents intellectual property of CB&I, Inc. Any modification to the <br />original by other than Shaw Environmental, Inc. personnel violates its orpurpose <br />and as such is rendered void. CB&I, Inc. will not be held liable for any changes <br />made to this document without express written consent of the originator. <br />EARTH FI LL <br />LINER SYSTEM DETAILS <br />CONSTRUCTION OF AREA 5 <br />TO EXISTING GROUND <br />ELEVATION VARIES <br />TO EXISTING GROUND <br />ELEVATION VARIES <br />TO EXISTING GROUND <br />ELEVATION VARIES <br />NORTH COUNTY RECYCLING CENTER AND SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />DWG. N0. <br />S <br />of 18 <br />PROJECT NO. <br />150040 <br />0 <br />0/31/2014 <br />ISSUED FOR CONSTRUCTION <br />ES <br />ES <br />ES <br />DT <br />REV <br />DATE <br />DESCRIPTION <br />DWN BY <br />DES BY <br />CHK BY <br />APP BY <br />DATE OF ISSUE DWN BY E. SCHNEIDE.R CHK BY E. SCH.N.E.I.DER <br />10 31/201.4 DES BY E. SCH_NEIDER RPP BY D. THOMPSON <br />' Shaw Environmental, Inc. <br />- - A CB&I Company <br />This drawing represents intellectual property of CB&I, Inc. Any modification to the <br />original by other than Shaw Environmental, Inc. personnel violates its orpurpose <br />and as such is rendered void. CB&I, Inc. will not be held liable for any changes <br />made to this document without express written consent of the originator. <br />EARTH FI LL <br />LINER SYSTEM DETAILS <br />CONSTRUCTION OF AREA 5 <br />TO EXISTING GROUND <br />ELEVATION VARIES <br />TO EXISTING GROUND <br />ELEVATION VARIES <br />TO EXISTING GROUND <br />ELEVATION VARIES <br />NORTH COUNTY RECYCLING CENTER AND SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />DWG. N0. <br />S <br />of 18 <br />PROJECT NO. <br />150040 <br />