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CN <br /> W <br /> W <br /> Z <br /> C/) <br /> T- 9.500 10,000 10,600 11,1000 <br /> Lr) T. <br /> v— <1�7 <br /> Q <br /> HIGH PRESSURE PETROLEUM PIPELINE\ 10,000 <br /> APPROXIMATE LOCATI0t4 <br /> 10,000 <br /> EDGE OF DITCH <br /> Z W v FLOW LINE d <br /> m � ✓ <br /> r" E@ <br /> O <br /> � a v <br /> N <br /> W D <br /> Q Z INSTAL!FENCE 7 a ate; p <br /> AND 14FT GA Z v �< 1 SEE DETAIL <br /> o Z 3 <br /> PER STD.PLAN A85 6 LFG EXTRACTION WELL <br /> Q v V <br /> CJ 2 SEE DETAIL <br /> 3 5 ANCHOR TRENCH AND DITCH <br /> W O REMOVE 8,REPLACE <br /> V C FENCE-START <br /> LL PER STD.PLAN A85 E-46 icy <br /> LL W13 STRAIN BARB ON TOP 16'TYP RIP RAP 2GFT BEYOND <br /> CONCRETE DITCH <br /> E 47 `` 20FT X 6 FT _ <br /> ate, <br /> 1 <br /> SEE DETAIL a <br /> ANCHOR TRENCH 3 5 G° o, � �4�� PIPELINE OFFSET MARKERS 4OFT O.C.(TYP.) <br /> V <br /> v <br /> SURVEY PRIOR IOR TO CONSTRUCTION O� <br /> G�O REPLACE AFTER CONSTRUCTION <br /> Q r ` <br /> ` �' M <br /> 8d 3 9 <br /> SEE DETAIL 2 <br /> LFG TRENCH 3 s <br /> , <br /> 4 SEE DETAIL <br /> SEE DETAIL <br /> n j� �� CLOSURE AREA \ 3 s ANCHOR TRENCH <br /> t7 SEE DETAIL 4' <br /> MONITOEXISTING FENCE <br /> RING WEL! 3 6 e "� <br /> LIMIT OF REFUSE �� <br /> / 7 SEE DETAIL <br /> 3 s PERIMETER ROAD AND DITCH c <br /> 1 SEE DETAIL 6 �� <br /> s PERIMETER ROAD 3 5 <br /> o AND DITCH DETAIL <br /> 8500 - U/0 <br /> _ a <br /> 6� <br /> a <br /> w rJ <br /> t <br /> o <br /> PERIMETER ROAD <br /> s <br /> Q a rt ALIGNMENT <br /> SEE DETAIL 7 Q9 <br /> o "s <br /> PERIMETER R p <br /> o OAD AND DITCH 3 5 �t <br /> c� <br /> 9,500 10,000 10,500 11,000 <br /> n o <br /> a <br /> c J <br /> o � <br /> U <br /> n <br /> .� 180 Promenade Circle, Suite 320 <br /> Sacramento, California 95834 <br /> u Phone (916) 928-3300 <br /> N Fax. (916) 565-4356 <br /> Shr <br /> cr, Shaw Environmental, Inc. <br /> nPREPARED UNDER THE RESPONSIBLE CHARGE OF: DESIGNED BY: / DATE EXTENSION OF CLOSURE CAP <br /> ES 9/30 CORRAL HOLLOW SANITARY LANDFILL <br /> LLCDDRAWN BY: / DATE <br /> S G A L E <br /> TOPOGRAPHIC INFORMATION SHOWN IS DERIVED ES 9/30 <br /> o to <br /> FINAL GRADING PLAN <br /> A RIC MAPPING PERFORMED 0 50 1 0 5 CHECKED BY: DATE <br /> FROM PHOTOGR MET 0 a/3o/n ES 95 PERCENT / <br /> DATED 4-5-1997 <br /> E 0 9/13/11 ES 70 PERCENT FC 9/30 <br /> DO NOT USE THIS DRAWING FOR CONSTRUCTION MARK DATE BY CHK'D DESCRIPTION/ISSUE APPROVED BY: DATE DATE: SCALE: PROJECT NO. DRAWING M. <br /> UNLESSSlSTAMPED CIENGINEERED BY A WASHINGTON REVISIONS MY 9/30 9/30/2011 AS SHOWN 143515 30F <br />