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~/ <br />Date Drilled 5/1/85 <br />Location <br />Diometer 4 i nches <br />LOG OF TEST BORING <br />(continued) <br />_ Field .Engineer Trautner Boring Number 2 continued <br />Totol Depth 35 feet <br />Elevation <br />Water Table None Encountered <br /> r Somple <br /> Soil Description Loborotory Test Results <br />~. ~ Type N <br /> Clay, stiff to very stiff, medium <br /> moist, gray red, (C L), some chemical <br /> deposits - continued <br /> 30 <br /> Gravel, cobbles, sandy, slightly silty <br /> dense, medium moist, variegated <br /> color, (G P) <br /> Auger Refusal at 35 fee[ in cobbles <br /> Bottom of Test Boring <br /> 40 <br /> 45 <br /> 5 <br />Project Name Crader Pi t Project Number n85047GE Figure 5 <br />~LambQrt and ~g~nflAtP~ <br />