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J _ _ <br /> 1 Awh� 4MIIN <br /> Gettler - Ryan Inc. Log of Boring BH - 3 <br /> PROJECT: Chevron Service Station No. 9-3232 LOCATION: 8660 Lower Sacramento Blvd., Stockton, CA <br /> W <br /> * m <br /> f o N <br /> i e Zz GEOLOGIC DESCRIPTION REMARKS <br /> 2 d N W W U <br /> Wo a a o <br /> ML Becomes low plasticity, <br /> 40- 16 BH-3-40 Becomes stiff, no caliche present. <br /> 45 29 BH-3-45 Becomes saturated, very stiff, 60% silt, 35% very <br /> fine sand, 5% clay, caliche present. <br /> 50- 26 BH-3-50 Some cementation. <br /> SW <br /> 55 56 BH- 3-55 m . . SAND (SW) - strong brown (7.5YR 4/6), saturated, <br /> very dense, 100% very fine to coarse sand clean, <br /> well graded, arkosick, spar rich. <br /> 60 48. 7 45 ML SANDY SILT (ML) - strong brown (7.5YR 4/6), hard, <br /> medium to low plasticity, 75% silt, 20% very fine sand, <br /> 5% clay, mica present. <br /> 65 26 33 BH-3-65 Some black mottling, <br /> SM <br /> SILTY SAND (SM) - strong brown (7.5YR 4/6), <br /> 70 7.3 18 BH-3-70 saturated, very stiff, 65% very fine to fine sand, <br /> 30% silt, 5% clay. <br /> H Converted to standard penetration blows/foot. <br /> 75 <br /> JOB NUMBER : 346463. 04 Page 2 of 2 <br />