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Project Name Jamar, East Main Street, Stockton well Number MW-5 <br /> Project Number Page 3 of 4 <br /> Deptlt m a <br /> In WELL CONSTRUCTION DETAIL CL o o o, DESCRIPTION <br /> Feet m u (9-9 <br /> 45 grout 3 / <br /> � As above, primarily CLAY. <br /> 8 5 Scattered sub-rounded pebbles to ''/z" <br /> 2" diameter bentonite 8 No odor. <br /> Schedule 40 seal / PID reading: 2.2 <br /> PVC <br /> / <br /> solid wall <br /> tubing -` / <br /> RMC <br /> 01 #3 sand <br /> 50 — =_ <br /> 2" diameter - 9 14 Medium-brown clayey SILT, moist. <br /> Schedule 40 _ No odor. <br /> PVC tubing _ 45 PID reading: 2.6 <br /> with <br /> 0.02" slats — <br /> - Y <br /> .l <br /> 55 <br /> 12 Medium-brown clayey SILT, moist, i <br /> — — 10 27 some caliche. <br /> 34 No odor. <br /> — PID reading: 2.1 <br /> — I <br /> so 27 <br /> ' Reddish-brown SILT, dry to moist,37 — <br /> � 11 <br /> very firm. <br /> 50 — No odor. <br /> PID reading: 1.6 <br /> c <br /> — •t <br /> s5 <br /> 2" diameter _ :i 15 --- — — — -- -- — — .-._ — — <br /> Schedule 40 _ - 12 25 Reddish-brown sandy SILT <br /> PVC tubing — 37 with thin (1" —2") lenses of sand, <br /> — <br /> moist to wet. <br /> with <br /> `' No odor. <br /> 0.02" slats _ PID reading: 1.2 <br /> RMC. <br /> #3 sand <br /> 70 <br /> John P. Cummings &Associates, <br />