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1. <br /> 4 <br /> 12-INCH DIAMETER CHRISTY BOX, MODEL.G-5 <br /> 2-INCH COMPRESSION-TYPE, LOCKING CAP <br /> 14-INCH HOLE <br /> CONCRETE SEAL <br /> 7-5/8-INCH HOLE <br /> DEPTH TO BE i <br /> DETERMINED IN <br /> FIELD <br /> (APPROXIMATELY <br /> 100 FEET) <br /> NEAT CEMENT AND BENTONITE SEAL <br /> 2-INCH PVC BLANK CASING, SCH 40, W/ <br /> THREADED ENDS FOR FLUSH-COUPLED JOINTS <br /> BENTONITE GROUT BARRIER, WETTED AND <br /> 2 FT. AI O4yED To HYDRATE BEFORE GROUTING � <br /> 2-INCH PVC SCREEN, SCH 40, 0.020 SLOT. <br /> W/ 'THREADED ENDS FOR FLUSH-COUPLED JOINTS <br /> CENTRALMERS, 4 ON 90-DEGREE CENIE.RS <br /> SCREENED INTERVALS W/ 7-INCH OD <br /> WILL BE DEIERMIIED 2-INCH PVC BLANK CASING, SCH 40, BETWEEN <br /> IN THE FIEI)D BASED SCREENED SECTIONS <br /> ON E-LAG ANALYSES <br /> OF BOREHOLE . <br /> IAN.STAR # 3 SAND <br /> 24NCH PVC END CAP, SCH 40 <br /> T.D. APPROXIMATELY 250 FEET <br /> I <br /> I <br /> PROPOSED CONSTRUCTION DETAIL 1�``�� ASSOCIATES ^• E NOT scAl E <br /> 2001 MARKET STREET,RM 523 DAT : <br /> FOR MONITORING WELL REDDING,CA 96WI 02-25-92 <br /> PHONE(916)2449700 JOB NO., <br /> TH-7 FAX(916)2445021 C.91.06.04B <br /> CLIENT: <br /> PROJECT: LONGTERM DRAWN By FIGURE 3 <br /> n.IQILIC <br /> SBOWN PAPER COMPANY-RIPON CF0UNDWA'IFRDff ADMlDN <br />