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• <br /> Figure 3 Schematic of MW-202 Construction <br /> George's Service <br /> 1600 Durham Ferry Rd. <br /> Tracy, California /4 W - do i <br /> Project No. 425.2 <br /> Ground level <br /> 1111 1111 <br /> ":: w—Watertight well box <br /> 1111 1111 <br /> 1111. 1111 <br /> 1111 <br /> Waterproof locking cap <br /> 1111. <br /> Ground water level (+9') <br /> .111111111 <br /> "111 :1111 <br /> 11111 11111 <br /> Permenant Conductor %11%, <br /> Casing ;; ; Well casing, 2"schedule 40 PVC <br /> .111. 1111. <br /> ,, <br /> 11111 ::1:1 <br /> .1,11 1111. <br /> 1111. 1111 <br /> Cement grout <br /> 11. 1 111 <br /> I'll, <br /> 11;11 11111 <br /> 1 11 11111 <br /> M,, ::N: <br /> 11111 11;11 <br /> %% : ::1:: <br /> 50 s <br /> ;.;11 X111. <br /> %I%%%"111 X11.1 <br /> 11.1 <br /> Clay Layer <br /> 11.11 ;1111 <br /> — 60'bgs <br /> 70'bgs8" Diameter Boring <br /> 1. <br /> Bentonite transition seal (76-78') <br /> 0.020" slotted well casing, #3 sand filter pack (78-85') <br /> 2" schedule 40 PVC (80-825) <br /> Silt Trap (82.5-85') <br /> Total depth (851 <br /> Geological Technics Inc. d„„.,,10/3/V <br />