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PAGE .L OF <br /> � <br /> S B 7.EST.EIPIItGEO�NGINEERS DOTE DRILLED 7121192 <br /> I <br /> BORE HOLE LOG � SAMPLE INTERVAL ' <br /> V'WATER <br /> PROJECT WICKLAND PROPERTIES( GEOLOGIST SURFACE <br /> Fortner Regal 1504 G CONVERSE ELEVATION <br /> LOCATION 1448 N EI Dorado Sl 1DRILLER I TOTAL DEPTH <br /> Stockton California i E Forsstrom 35' <br /> DRILLING CONTRACTOR (DEPTH TO CASING <br /> WOODWARD DRILLING I WATER <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 /> o <br /> CD <br /> Lj 3 7 CORE DESCRPTION T REMARKS <br /> 0 <br /> U-1 cIL <br /> LD cn <br /> 0 -vs BORING <br /> { Y DESTROYED WITH <br /> NEAT CEMENT ON <br /> 5' FILL, AERATED EXCAVATED N; � 7122192 <br /> o SOIL, THAT HAS BEEN <br /> ENGINEERED COMPACTED ; ; <br /> 10' BACKFILLED INTO EXCAVATION <br /> • I <br /> 0 <br /> n <br /> 15 TSB7-!93 42 01010 CIl MClay, brown sl moist, no odor <br /> �5 <br /> 20' <br /> 116 01010 <br /> J 01010 ` <br /> 120 Clayey Silt, brown, sl moist, no odor <br /> (MI-Cl) <br /> 25 SB7 13131 010/0 - <br /> 30' - �25 139 <br /> 01010 <br /> SB7 ��e Sand very fine, Irst quartz, silty, clayey, , <br /> 30 trace mica and vangated ign-metY{x� <br /> sand no odor dr1r (SP_SM--------------- � sG> <br /> 35 11SB7-719 ---35112 10/0/0 Clay silty, medium grey, trace of sand <br /> 40' — <br /> NOTE <br /> 0' NOTE PID <br /> 45' CALIBRATED WITH <br /> ISOBUTYLENE AS <br /> 50 PPM VAPOR <br />