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... ... .... <br /> — >•`.I�i�CI r PAGE L OF.L <br /> WESTE+r WaE0-ENGlNFFRS BORING:M 1191 - 3 <br /> GATE DRILLED:5106188 <br /> BORE HOLE LO , SAMPLE INTERNA!" <br /> G <br /> . <br /> D <br /> WATER <br /> ESERT <br /> PROJECT. PETROLEUM <br /> GEOLOGIST: SURFACE STATION $T87 5249, <br /> T. NIVEN ELEVATION: <br /> LOCATION:950 1 1 T SSTREE, DRILLER: TOTAL DEPTH: 30' <br /> TRACY, CALIFORNIA B. HOGATE, JR, <br /> DRILLING CONTRACTOR: DEPTH TO OASING: <br /> HOGATE EXP. DRILLING WATER: 11.3' 2- PVC TO 30' r <br /> REMARKS: 8"hollow stem auger powered by Mobile drill rig used to drill well. HNU PiD WITH ' <br /> 10.2 EV BULB USED TO SCREEN SAMPLES AND DRILLING OPERATIONS. " <br /> E; <br /> LL z ` E d <br /> z 3 LU o CORE DESCRIPTION <br /> a_ ZO > <br /> W s REIvIARKSr <br /> _I <br /> CD <br /> II ❑ ((J a <br /> a_ LDL <br /> i <br /> i <br /> i <br /> S, Clayey Silt, medium brown, dry, no odor. <br /> (MI-CI) <br /> === 1 layey Sill, medium brown, moist, no <br /> 10` dor. (MI-CI) <br /> 15 <br /> mw3 1 I <br /> Sand Silt irv.5 <br /> ' -i4 3I 6.2 Y , medium brown wet, no "'����:.:•:: <br /> odor. <br /> 56%slit, 44% sand, very line-rued <br /> :HY'}Yr'.�1ili <br /> 20' subangular-angular sand. low <br /> Plasticity, low dry slrengy, slow <br /> dilatancy, low toughness, weak <br /> a�,�ivtrif;yy <br /> reaction to HCI <br /> 25 3::K ,� <br /> driller root®: Grade! 2' thick at �•-�:;>,<•�• <br /> 26' depth. <br /> 30-1 mw3 071 Sandy sill, medium brown, Ir clay, no k <br /> "29 131 7 odor. (Ml) 50°k lines, 50% sand. yRl:n <br /> �D <br /> I! 15 <br /> JACK E. <br /> IVW�PER �; <br /> * Na 3037 <br /> �C <br /> 'i <br /> +i <br />