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PROJECT NUMBER BORING NUMBER <br /> I HpE31604.AS.11 <br /> SH-1 <br /> `du SHEET 3 OF 3. <br /> SOIL BORING LOG <br /> PROJECT Del Monle Plant. 33 <br /> LOCATION Stockton, CA <br /> ELEVATION 20 ft. NGVD (TOC) DRILLING CONTRACTOR Gregg Drilling, Inc. <br /> I DRILLING METHOD AND EQUIPMENT 8" OD Hollow Stem Auger <br /> WATER LEVELS Approx. 70 ft bgs START 1--17-95 FINISH LOGGER T. Little <br /> .�. SAMPLE STANDARD SOIL DESCRIPTION COMMENTS <br /> 01!jPENETEST ION <br /> Wv -x y a RESULTS SOIL NAME, USCS GROUP SYMBOL, COLOR, <br /> a MOISTURE CONTENT. RELATIVE DENSITY =, DEPTH OF CASING, GRILLING RAT <br /> ►x-a w wm o OR CONSISTENCY, SOIL STRUCTURE, 0 DRILLING FLUID LOSS <br /> LUM U'"' t3�-$�_g m TESTS AND INSTRUMENTATION <br /> i C U) z z w IN) MINERALOGY o <br /> Cn J <br /> CLAYEY _;AND (SC:), brown (10YR, 4/3), <br /> 15-20% fines, 65-70% fine to coarse sand, <br /> 15% fine gavel, dense, damp, no o(lo+ <br /> I _ <br /> t95,0 <br /> e <br /> I <br /> I <br /> l <br /> 70.0 70 <br /> CLAYEY SANII (SC), yellowish brown <br /> SS-1 1.5 14-15-22 (IOYH, 516), 30% low plaslicity fines, 707 <br /> 71.5 (37) fine to medium sand, organic debris is <br /> common, thickly laminated, interbedded, <br /> with Clay, dense, wet, no odor <br /> I <br /> f <br /> i <br /> 75.0 75 <br /> 55-2 1.5 M­35-42 Hydropunch, slow water <br /> 76.5 (77) pi oduction. <br /> Boring grouted to surface using <br /> Tnl,)l LIr1;lf, _ 76.5 feel Portland Cement slurry, <br /> i . <br /> L, <br /> ou <br /> 1 <br /> If <br /> i 85.0 <br />) <br />