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Blows Sample USC5 WELL [ <br /> y 0 FI. No. DESCRIPTION CONST. <br /> Q 3" Asphalt. <br /> 2 S:1 Silty sand, fine-grained, reddish-brown, moist, no <br /> Plasticity, soft. <br /> 4- <br /> 5 S-5 OVA '= 0 ppm <br /> 6 <br /> 8 <br /> SP Sand, fine- to medium-grained, light brown, moi-1:9:; , <br /> 10 26 S-10 no plasticity. <br /> OVA = 10.4 ppm <br /> 12 <br /> LU <br /> ® N <br /> W <br /> L <br /> x <br /> 14- SM Sand, trace of sift, fine-grained, gray-brown, <br /> 37 5-15 moist, no plasticity. <br /> I 16 OVA 17.4 ppm <br /> a <br /> 18 <br /> Light-brown. <br /> 36/9" 5-18 OVA = 28.4 ppm <br /> 20 Cl Silty clay, gray-broc*•-, low plasticity, hard.. <br /> S-20 OVA = 27.5 ppm <br /> ® <br /> r0tal depth = 25 xeet. <br /> 72 Boring terminated at sufficient depth to <br /> characterize contamination. <br /> 24 Ground water not encountered. <br /> Boring backfilled with cement/bentonite mixture. <br /> 26 <br /> r 28 <br /> 30 <br /> m <br /> LOG OF BORING B-1 PLATS � <br /> —I ABANDONED LERNER SERVICE STA71ON P-4 <br /> .Ips/!ted CaaioSYs/ims En47/nrriY0g Gso4ogY S2 1 NORTH CHEROKEE LANE <br /> LODI, CALIFORNIAPROJECT NO, 38055-1 . <br /> y g <br />