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r+ <br /> 91ow$/ Sample USCS DESCRIPTION WELL <br /> 60Ft. No. CONST. <br /> 36 S-60 ML Silt and tine sand, light olive gray, s -ghtly damp, 7n !77 <br /> no plasticity, hard. OVA - 82 ppm <br /> 62, <br /> 64 Sand, fine-grained, dark yellow brown, no plasticity <br /> very dense. <br /> SP <br /> 66 <br /> 56 S-66 OVA 38 ppm <br /> 68 <br /> Sand, medium-grained. <br /> 70- <br /> 66 S-70 OVA = 8 ppm <br /> 72 <br /> f 1- <br /> iY <br /> W <br /> LL <br /> x 74 Trace silt. <br /> 51 5-75 OVA = 21.,ppm <br /> W 76 SM Silt and fine-grained sand, light olive-gray, moist, <br /> no plasticity, hard. <br /> 78 <br /> 80 <br /> S0� <br /> 3 0/.5" -30 OVA = 0 ppm <br /> 82 <br /> Total depth = 80.5 feet. <br /> Boring terminated at sufficient depth for - <br /> monitoring well . € <br /> Static Water Level = 63.59 feet below grade <br /> LOO OF BORING B-2/MW-,1 PLATE <br /> MARLOWE PROPER'ELES_. <br /> ASA/I,�dCio stoms En /n�rn'apGacvoyr 4648 East Waterloo Road P-8 <br /> STOCKTON; CALIFORNIA <br /> PROJECT NO. 38033-1 <br />