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I _ F <br /> 12-INCH DIAMETER CHRISTY BOX, MODEL G-5 <br /> 2-INCH COMPRESSION-TYPE, TACKING CAP <br /> 14-INCH HOLE <br /> CONCRETE SEAL <br /> 7-5/8-INCH HOLE <br /> DEPTH TO BE <br /> DETERMINED IN <br /> FIELD <br /> (APPROXIMATELY <br /> 100 FEET) <br /> i <br /> NEAT CEMENT AND BENTONITE SEAL <br /> i <br /> i <br /> 24NCH PVC BLANK CASING, SCH 40, W/ <br /> THREADED ENDS FOR FLUSH-COUPLED JOINTS f <br /> 24 f BENTONITE GROUT BARRIER, WETTED AND <br /> ALLOWED TO HYDRATE BEFORE GROUTING <br /> 2-INCH PVC SCREEN, SCH 40, 0.020 SLAT, <br /> W/ THREADED ENDS FOR FLUSH-COUPLED JOINTS { <br /> SCREENED INTERVALS CENTRALIZERS, 4 ON 90-DEGREE CENTERS <br /> WILL BE DETERMINED W/ 7-INCH On <br /> IN THE FED BASED 2-INCH PVC BLANK CASING, SCH 40, BETWEEN <br /> ON E-LOG ANALYSES = SCREENED SECTIONS <br /> OF BOREHOLE <br /> LANESTAR # 3 SAND <br /> =_ I <br /> f 2-INCH PVC END CAP, SCH 40 <br /> T.D. APPRO)aMATELY 250 FEET <br /> PROPOSED CONSTRUCTION DETAIL TAWRENCE&ASSOCIATES SCAM NOT TO SCALE <br /> 2001 MARKET STREET,RM S23 DATE: <br /> FOR MONITORING WELL REDOING,CA 96001 02-25-92 <br /> TH-5 PHONE(916)244-9703 JOB NO.; <br /> FAX(916)2445087 C.91.06.04B <br /> SENT- PROJECT: LONGTERM DRAWN BY: I <br /> SIMPSON PAPER ODMPANY--RIPON I MUNDWA7FRDLGRAWM D.KIRK FIGURE 3 <br />