Laserfiche WebLink
v <br /> w <br /> LLI <br /> _ I <br /> � I <br /> En <br /> Cl) <br /> V <br /> Q 4 FT 2 FT VEGETATIVE SOIL LAYER <br /> o DITCH GEOSYNTHETIC CLAY LINER (GCL) <br /> 3 4o PREPARED SUBGRADE <br /> 3 COVER SYSTEM s 5 1 FT MIN THICKNESS <br /> (D� COVER SYSTEM 5 5 TO REFUSE <br /> Z r VARIES <br /> W <br /> 07 J <br /> 0 3 2f T 2 —� <br /> >�• I ` V4R5 I ` 1 1.�. �' <br /> WELDED WIRE FABRIC .. <br /> U CONCRETE <br /> W o <br /> 2 FT 1 <br /> W <br /> 0 \ \ FT /yII7{Xf•;' <br /> o <br /> O V EARTHFILL ANCHOR ^ 2 EARTHFILL ANCHOR <br /> 0 -11 F7 — <br /> —1 � ©ASE LINER SYSTEM <br /> DETAIL 3 <br /> ANCHOR TRENCH AND DITCH 1 INCH 2 Fr 5 s <br /> ANCHOR TRENCH <br /> DETAIL DETAIL_ z <br /> 1 INCH — 2. FT } 5 <br /> 1 INCH 2 FT } <br /> 0 <br /> V <br /> U <br /> EXISTING VEGETATIVE LAYER h <br /> 0-5 FT DEPTH O CLASS II AH <br /> POWDERED FENCE POST POWDERED EXISTING MONITORING WELL <br /> 5 Fr g AND OILED BENTONITE STAINLESS STEEL CLAMP BENTONITE STAINLESS STEEL CLAMP <br /> COMPACTED, SMOOTH DRUM ROLLED, <br /> r 6.25 FT WIDTH 12 FT <br /> � 3 4 FT SQUARE GCL 4 NE SQUARE GCL <br /> PERIMETER DITCH ACCESS ROAD COVER SYSTEM COVER SYSTEM <br /> r3 <br /> s s PANEL WRAP AROUND s s PANEL. WRAP AROUND <br /> SCS VARTES 125 FT DEPTH FENCE POST MONITORING WELL <br /> ///���HYDROSEED <br /> FT / EROSION CONTROL <br /> 2 / <br /> MATTING 2% 10.5 FT <br /> 3 2 <br /> :::PERIMITIR <br /> 2 F <br /> 1 FT EXISITNG BARRIER SOIL' /�. <br /> 2 <br /> �. - <br /> 3 11"" v� <br /> SEE STD PLAN A85 <br /> EXISTING FOUNDATION LAYER �/ FOR DEPTH AND WIDTH N75 V <br /> I FT VECETA7NE SOiL LAYER EARTHFILL (NTS) <br /> ,k \ <br /> 1 FT EARTHFILL <br /> FENCE POST MONITORING WELL <br /> GEOSYNTHETIC CLAY LINER (GCL) APPROXIMATE LOCATION <br /> OXELL OIL PIPE LINE DETAIL 1 DETAIL 6 <br /> PREPARED SUBGRADE APPIR IMATE 5 FT DEPTH __�� <br /> 1 FT MIN THICKNESS BELOW EXISTING GRADE 1 INCH = 2 FT } 5 t INCH — 2 F1 ] 5 <br /> TO REFUSE <br /> PERIMETER ROAD AND DITCH <br /> DETAIL <br /> 1 INCH = 2 FT } 5 <br /> 0.5 FT DEPTH OF CLASS II AB <br /> COMPACTED, SMOOTH DRUM ROLLED, AND OILED <br /> 625 FT WIDTH 12 FT <br /> PERIMETER DITCH PERIMETER ACCESS ROAD <br /> 1.25 FT DEPTH <br /> VARIES _ HYDROSEED <br /> ?FT EROSION CONTROL. <br /> MATTING 2% 2-7. 0 5 FT <br /> 3 2 VARIES <br /> i VARIES <br /> VA �` \ r F' ,�/ i �r ,�> 1Sac amaPto.Ca ifornia a0 Promenade DrDle Suite9583 320 <br /> �PS S �,,F ti r r // Phone(916)928-3300 <br /> 5834 <br /> /• Vs6 /vYr __ , FDA.(916)565-4356 <br /> Ute- EXISTING GRADE \ _ <br /> PREPARED SUBGRADE EARTHFILL "� shiW Shaw Environmental,Inc. <br /> r/ <br /> DEPTH VARIES EARTHFILL <br /> Y r PERIMETER ROAD AND DITCH PREPARED UNDER ME RESPDNSRtEa RDF af: DESIGNED BY /DATE <br /> /� EXTENSION OF CLOSURE CAP <br /> -- <br /> DETAIL _ ES 9/30 CORRAL HOLLOW SANITARY LANDFILL <br /> 1 INCH = 2 FT 3 5 DRAWN BY:/DATE <br /> ES 9/30 <br /> -7 <br /> t his drawing has been ( 1 ES 95 PERCENT DRAFT CHECKED 8Y:/DATE DETAILS <br /> €reduced to approximately r 0 s/+3/7s ES 70 PERCENT DRAFT FC 9/30 <br /> '.. DO NOT USE nus aRAmNc Fort coNSn:ucnoN MARK DATE BY CHK'D DESCRIPTION/ISSUE APPROVED BY-.DATE DATE: SCALE. PROJECT NO. DRAWING NCO. <br /> 146%of original size uN Ess srAUPEo allo sa ED er A wnsewcroN MY 9/30 9 30 2011 AS SHOWN 143515 5 OF 6 <br /> .. .........___. .T REssrERED❑NE ENGINEER. REVISIONS /� / <br />