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PROPOSED MONITORING WELL CONSTRUCTION DETAILS <br /> Project Beacon Station No 695 Monitoring Well No MW-30 <br /> 900 South Cherokee Lane <br /> Lodi, California <br /> Delta No 40-93-915 <br /> .- PROTECTIVE CASING <br /> / LOCI I NG WATERT I GHT CAP <br /> —FLUSH GRACE WELL CONSTRUCTION <br /> D t AMETE= AND MATER I AL 10-Inch steel <br /> TOTAL L6`rGTH 1 foot <br /> / THICKNESS & TYPE OF SEAL <br /> 1 foot C:ulkset concrete <br /> I AMETEP MATERIAL & JOINT T fPE OF A 13Ea =IPE 4-inch SCH 40 PVC, flush-threaded <br /> T I PE OF 9r C),F I LL AROUND P SE= <br /> Neat cement with 5% bentonite <br /> .a <br /> TH I CI NE55 4, TYPE OF SEAL 3 feet bentonite <br /> t—D1 STANCE OF F i LTER SANG -BOVE TOP iDF SC=E=t,� 3 feet <br /> T rPE OF F I LTE APQUND SCREE I No 3 Lonestar sand <br /> I tl I-t:,R I NL WE_L MATE::Z I AL SCH 40 PVC <br /> t] <br /> �---SCREEN <br /> GAUGE Ot'+ S I CE OF l]P=N I f IGS [SLOT 5,4=' 0 020 Inch <br /> I <br /> I <br /> 01,2ME7ER ---IJD LE IGTH OF SCFE=A 4 inch x IS feet <br /> 1 61pEDTH TO THE BOTTC,.,n OF MON I TOP.tiG xEL_ 77 feet <br /> - DEPTH TO THE eOTTQwt OF FILTER SANG 77 feet <br /> TH i Cr NESS & TYPE OF SE..L NA <br />' .----. D t AMETER OF BORE—OLE 10 Inches <br /> L1 = 05 Fr <br /> L2 = 61 5 FT <br /> L3 = 15 0 FT <br /> L4 = 77 0 FT <br /> A#////A, D"' e{ta <br />