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i <br /> ' PROJECT NUMBER BORING NUMBER <br /> SHEET I OF 3 •' <br /> I <br /> - SOIL BORING LOG <br /> PROJECT Clel Monte Plant 33 LOCATION Stockton, CA <br /> ELEVATION 20 ft. NGVO (TOC) DRILLING CONTRACTOR Gregg Drilfing, Inc. <br /> DRILLING METHOD AND EQUIPMENT 8„ OD Hollow Stem Auger <br /> WATER LEVELS Approx. 70,5 ft bgs START t-I6-95 FINISH 1-16-05 LOGGER T• Litlle <br /> o;ti SAMPLE STANDARD SOIL DESCRIPTION COMMENTS <br /> ry PENETRATION S <br /> s-ca RESULTS SOIL NAME, USCS GROUP SYMBOL, COLOR, DEPTH OF CASING, DRILLING RAS <br /> > zzix w MOISTURE CONTENT, RELATIVE DENSITY <br /> ►-ki ur wtd o OR CONSISTENCY, SOIL STRUCTURE, DRILLING FLUID LOSS <br /> 6'-B'-6' TESTS AND INSTRUMENTATION <br /> LU W= (N) MINERALOGY }o <br /> amu) �z cc <br /> ASPHALT A'>--• �. <br /> CLAY WITH SAND (CL/CH), 90% medium to < nv <br /> high plasticity lines, 10% fine sand, fine, n >, q <br /> damp, no odor (fill) -nV• 1 <br /> A >, <br /> V. <br /> 5.0 w11 is ';AI'dLl i(-Li. Balk ytlpowO, < nv <br /> 0:'iwr 00(k d/3)- 41:IY lilies. Iff% fine <br /> Silul- <br /> IV) lufoi <br /> i <br /> t <br /> 10.0 <br /> i <br /> 1 <br /> CLAY WITH SAND (CL} as above <br /> C - <br /> 20.0 I <br /> 1 <br /> 1 <br /> CLAY WITH SANG (I::L), simdal Io above, t� <br /> increased Sand conduct to 15% <br /> 2LO <br /> l <br /> .. i <br />