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. r <br /> - PROJECT NUMBER BORING NUMBER <br /> - BAE31604.AS.11 SO_p SHEET 3 OF 3, <br /> SOIL BORING LOG f <br /> PROJECT Del Monte Plant 33 LOCATION Stockton, CA <br /> ELEVATION 20 ft. NGVD {TOC) DRILLING CONTRACTOR Gregg Drilling, Inc. .. _ <br /> DRILLING METHOD AND EQUIPMENT 6" OD Hollow Stem Auger <br /> WATER LEVELS Approx. 71 ft bysSTART 1-10-95 FINISH i-19-26 LOGGER T, Little <br /> SAMPLE PENETRATION SOIL DESCRIPTION COMMENTS <br /> X I—mLL a c3 RESULTS SOIL NAME, USCS GROUP SYMBOL, COLOR, pEpTII OF CASING, DRILLING RAI <br /> . <br /> s�a aIr <br /> w � MOISTURE CONTENT, RELATIVE DENSITY 0 DRILLING FLUID LOSS <br /> ur win 0 g� _g•_g� OR CONSISTENCY, SOIL STRUCTURE, m TESTS AND INSTRUMENTATION <br /> w� zckw Z> w� (N) MINERALOGY Ee <br /> SANDY (:LAY (11), as above <br /> �1 . <br /> �0 CLAYEY SAND (S(:) dark yellowish brown <br /> (10YR, 516) 35% fines, 65% fine sand, very <br /> dense, damp, no odor, thickly Iaminate(l, <br /> caliche common along bedding planes, ped ' <br /> structures piesent, dense, damp, no odor J <br /> I <br /> 1 <br /> 70 <br /> 70.0 <br /> ;ANCIY.CLAY (CL), dark yellowish hrgwn <br /> SS-2 1 38-50/4" (IOYR, 5/6) 65% fine, 35% tine sand, Iat- <br /> y <br /> 715 1>50) 0" wile) desiccation features back-filled <br /> with sand (town cenlef of sample, free <br /> water alnng Iraclures, matrix not <br /> 'aturaled <br /> I <br /> 75A .._ <br /> t52) i <br /> 7(i.5 <br /> J <br /> l <br /> CLAYEY SAND (SC), dark yellowish, brown, <br /> 40% fine 60% fine sand, saturated <br /> BCI interbedded with 1" thick sand units, <br /> 800 extremely strong odorciI <br /> Hydropunch pushed an additionaj <br /> � _4 15 J-14-i7 4 feet to recover sample. Waterl <br /> 81.5 (31) sample has Strang odor. 1 <br /> Total Depth = 81.5 feet Boring grouted to surface <br /> surface using Portland Cement <br /> slurry. . <br /> I� <br /> B&O <br /> r <br />