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PROJECT NUMBER BORING NUMBER <br /> — 6AE ill304.A`_i.11 SH-7 <br /> SHEET 3 OF 3. <br /> SOIL BORING LOG <br /> ` r <br /> PROJECT Del Monte Plant 33 LOCATION Stockton, CA <br /> ELEVATION 20 ft. NGVD (TOC) GRILLING CONTRACTOR Gregg Chilling, Inc. <br /> DRILLING METHOD AND EQUIPMENT 8_OD Hollow Stem Auger 1 <br /> WATER LEVELS Approx. 70,5 ft bgs START 1-16-J5 FINISH 1`1Ci-95 LOGGER T. Little <br /> SAMPLE STANDARD SOIL DESCRIPTION COMMENTS <br /> PENETRATION <br /> OLL <br /> a z cccc RESULTS SOIL NAME,USCS GROUP,SYMBOL, COLOR, DEPTH OF CASING, DRILLING RAI <br /> aa� W' MOISTURE CONTENT, RELATIVE DENSITY <br /> �e M w m o DRILLING FLUID LOSS <br /> 1_ W W m 0 g•_g�_g• OR CONSISTENCY, SOIL STRUCTURE, ra TESTS AND INSTRUMENTATION <br /> w= z }D W( N) MINERALOGY }o <br /> ram z ix Z; U)_j <br /> SANDY CLAY (CL), as above <br /> 05.0 <br /> i <br /> I <br /> 70.0 70 <br /> }1 11_13_18 SANDY CLAY (CL), localized sand filled <br /> SS-1 1.5 burrows, caliche veins common, Mn02 12:30:Static water has risen to I� <br /> nodules also common 70.5 ft bgs <br /> i <br /> ` I <br /> 73A 75 -i <br /> CLAYEY SAND (sll. (lark yellowish brown First encountered water <br /> S`_;-L, 1.5 10-21-25 (1C)Yri A1.3), ::15% low pia5licily fines. 65% <br /> 76.5 (4(i) fine sano, nn OdUi. Calicl'ie veins locally, <br /> loc,.illy thin sand laminae occuiing every <br /> 2-4", wet <br /> I <br /> 80 La.AYLY SAND (SC), 15% fines, 85% fine to <br /> " —"- ""- Hyde opuncP, pushed an addition <br /> t` medium Sand, poofly Sol le(l, Race amrruni <br /> �• Imo-IB-` 4 feel 10 recover sample. <br /> �S-.i 1.5 of catichr:, ,Ifonal oilni, wet <br /> 81.5 (4_il � 8011ng backfilled with Portland <br /> cement slurry. <br /> [: <br /> Total Depth 81,5 feet <br /> 83.0 � <br /> L. <br />