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F <br /> PLE USCSWELL <br /> O. Q P.I.D. COQ DESCRIPTION CMT, <br /> 50 <br /> 5-51 27 20 Silt, moderate yellowish brown, damp to moist, <br /> pprnv no plasticity, very stiff <br /> 52 Silty sand, very fine–grained, moderate yellowish <br /> ML brown, moist <br /> ML Silt, moderate yellowish brown, m&st, with calcite <br />' 54 concretions <br /> 56 S-56 38 PpR►v Silt, as at 50 ft <br /> Grades pale yellowish brown, <br /> 58 <br /> Silt, as at 50 ft <br /> 60- <br /> S-61 <br /> 0 S-61 57 — Silt, as at 50 ft <br /> 62 <br /> Silt, pale to moderate yellowish brown, wet <br /> 64 ML Sandy silt, fine–grained, moderate yellowish brown, <br /> wet <br /> Sandy silt, fine– to medium–grained, moderate <br /> 66 yellowish brown, wet <br /> SM Silty sand, fine– to medium–grasned, moderate <br /> 68 yellowish brown, wet <br /> TI] Total depth = 69 feet <br /> 70 Groundwater encountered at 61 feet <br /> Boring terminated to construct monitoring well <br /> 72 <br /> 74 <br /> 76 <br /> 78 <br /> 8Q <br /> t�►��` LOG OF BORING= B-7/MW.6 PLATE <br /> . s"AW,/7Arm5, Unocal Service Station No, 6981 <br /> 4707 Pacific Avenue 8 <br /> PROJECT NO. 38032 8032G5,v Stockton, California <br />