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iS' 12 CO}tCRE7E __ <br /> Gs CONCRETE COLLAR CHRISTY GS <br /> COLLAR <br /> �' TRAFFIC VAULT BOX <br /> TRAFFIC VAULT d0% I„ DROP.TYP 1' DROP,TV <br /> 4' <br /> EXISTING GRAAE TYP <br /> � #4 REBAR 0 18* Ca E W <br /> REr3AR s T B" a.C.E.W. <br /> {tel eAP <br /> Tz• 2 <br /> 4"NINIIIL w 4" <br /> CONCRETE atse !'" a.•: CONCRETE:BASE <br /> f <br /> 1/2-SCH 40 PYC <br /> €� 2`5CH 40 AVG <br /> F , <br /> &LOPE E/TB" <br /> No <br /> FOM .. 2'DIMiETER I SLOPE:ille PER F= . <br /> WSTING 4` DIAMETER SCH. 40 PVC PIPE f <br /> SCH. 40 PVC PIPE /�, j MONO:30REHOLE r <br /> EXISTING BOREHCLE- ^-' <br /> 12' <br /> 501E VAPOR EXTRACTION WELLS FINISH M SPARGE WELLS <br /> NOTCH gCL5EiNG TRACER TAPE <br /> DETAIL \ LTJ 4� ��� -- <br /> �./ FINISH GRADE {CONCRETE) N.3.5. <br /> N.T.S. µ <br /> CLASS II AGGREGATE <br /> z COMPAC M SAND BEDDING <br /> r <br /> � Qr <br /> C <br /> NDTES: 1/� 5CH.40 PC RIPE <br /> 1. TOP OF CASING ELEVATIONS FOR WELL SHALL NOT FOR•A1R SPAR QNG <br /> BE CHANGED, IN CASE IF IS EINAVOIDABLE, MEASURE <br /> AND RECORD THE CHANGE To O,Gi FOOT. <br /> 2. FINISHED WELL, BO%GRADE.TO MATCH E%I5TI)4G WELL. � <br /> BO% FINMHE3 GRADE. 2' SII N �pO <br /> 3, TOP SURFACE OF ALT.TRENCHES SHALL MATCH 2'SOH 4o PVC PIPE <br /> SURROUNDINGS AT ALL LOCATIONS, $PAR£. 40 DEFENDS <br /> ON 3REN0H UXATI" <br /> SOIL VAPOR AND AIR SPARGING TRENCH <br /> SECTION <br /> N.T.S. <br /> USA GASOLINE CORPORATION FIGURE <br /> USA SERVICE STATION NO. 65 <br /> 2500 WEST LODI AVENUE C+-3 <br /> LODI, CALILFORNIA PROJECT NO. <br /> TRENCHAND VVELL HEAD DETAILS 2007--0065--•01 <br />