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-- W <br /> EPAGE <br /> PAGE _L_OF� <br /> BORING S B 1 2 <br /> - GEOEENGINEERS DATE DRILLED. 7122192 <br /> 1 SAMPLE INTERVAL <br /> BORE HOLE LOG <br /> ♦WATER <br /> PROJECT WICKLAND PROPERTIES GEOLOGIST. SURFACE <br /> Former Regal 604 G CONVERSE ELEVATION. <br /> LOCATION 1448 N EI Dorado St DRILLER TOTAL DEPTH <br /> Stockton, California E. Forsstrom <br /> DRILLING CONTRACTOR DEPTH TO CASING <br /> WOODWARD DRILLING 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 /> CD <br /> _ L } REMARKS <br /> � '-'-' �� ' CORE DESORPTION '-' <br /> n ; <br /> (measured # 4" ASHPALT WITH GRAVEL BASE BORING SLANT <br /> I <br /> depth)I i o Clay, chocolate brown, firm, silty, no DRILLED O F$ --s odor (CI-ME) DEGREES OFF OF <br /> � <br /> I S VERTICAL BORING <br /> ? ; DESTROYED <br /> 7122192 <br /> 10! :f !TRUE VERTICAL_ <br /> 0 ;DEPTH (DRIFT) <br /> ' 148 (2 3 ) <br /> 15 -SB12a1,7 21211 ! r ; <br /> 14 8 X22 Clayey Silt brown, sl moist, no odor ; <br /> (MI-CI) <br /> 198 (309 ) <br /> 20-1 SB12231-7 11212 ; <br /> 198 ' <br /> 247 (39 ) <br /> 25'-� SB121715021�14 ; <br /> '247, <br /> ,. <br /> 1296' (46') <br /> 30'1'SB122o123214/3 Sand, silty, brown, no odor <br /> 153 I I (SP-SM) ✓ <br /> -296 <br /> I �.fvvr S <br /> 34 6 (5 4') <br /> 35, I-SB12l1315031313 <br /> -346 ' <br /> -------------------------------------------------- r,,..,.Y- 395' (62') <br /> 40'-- B1214/22 11010 Clay, silty, medium grey, no odor <br /> 127 <br /> 39 <br /> Clay, sitil, tr silt, brown, no odor �;r:-'}- 44 5' (6 9') <br /> 45'_I SB12127ta 21t10 (CI) .-- - <br /> r. 4 <br /> -44 5 <br /> i <br /> NOTE PID <br /> CALIBRATED WITH <br /> 1SOBUTYLENE AS <br /> 150 PPM VAPOR <br /> x <br />