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WELL <br /> Slows S No.I• USCS DESCSIPTION CONST, <br /> Ft. <br /> 0- <br /> 3" Asphalt. <br /> 2 Si! Silty sand, fine-grained, reddish brown, moist, <br /> no plasticity, medium stiff. <br /> 4 !•: <br /> 8 S-5 JV41 = 0 ppm <br /> 6- <br /> 8- <br /> SP <br /> 8SP Sand, fine- to medium-grained, light brown, moist, ;aj,•�:. <br /> medium dense. <br /> 10- 21 S-10 OVA = 0.3 ppm <br /> 12 <br /> W <br /> LL <br /> _ 14 SM Sand, trace of silt, fine-grained, grayish-brown, <br /> r47 5-15 moist, no plasticity, dense. <br /> a OVA = 0.3 ppm <br /> LU 16 <br /> 18 ,e Silty sand, fine- to tedium-grained, light brown, <br /> 40/9 S-18 <br /> moist, no nlasticity. OVA = 0 22m <br /> Z Clay, trace of silt, medium yellowish-brown, damp; <br /> 20 68 5-20 low plasticity; hard. OVA - 0.2 ppm <br /> I 22 <br /> a <br /> 24 Clay, grayish-brown, dry, low plasticity, hard. <br /> 6=, S-25 OVA = 0.3 ppm <br /> 26- <br /> 28- <br /> Silty <br /> 6 28Silty clay, grayish-brown. <br /> 3066 S-30 OVA 38.5 ppm <br /> (section continues downward) <br /> LUG of BORING B2 PLATE <br /> ABANDONED LERNER SERVICE STATION <br /> .COP//ted Geo ysr�ins Enq/nMr/nq�i�o%s7Y <br /> 521 NORTH.CHEROKEE LANE P' <br /> iy LODI. CALIFORNIA <br /> PROJECT NO. 38055-1 <br />