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i <br /> PAGE OF � <br /> . ESMRIV CEOENGINEERS BORING S B 6 <br /> DATE DRILLED 7121192 <br /> BORE HOLE LOG I SAMPLE INTERVAL <br /> V 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 35' <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 /> O o 0 <br /> CD <br /> � <br /> Z _ � <br /> _ -1 U' CORE DESCRIPTION REMARKS <br /> F-- a- 30 0 <br /> a- Y J a_ <br /> w <br /> C) Cf) U] L <br /> 0 °t ; BORING <br /> DESTROYED WITH <br /> NEAT CEMENT ON <br /> 5' FILL, AERATED, EXCAVATED 7122192 <br /> 0 SOIL, THAT HAS BEEN �g <br /> ENGINEERED COMPACTED <br /> 101— BACKFILLED INTO EXCAVATION ea` cj> <br /> - Y ) <br /> 15' SB6-g/17 01010 Clayey Sill, brown, sl moist, no odor <br /> 15 123 (Ml-CI) <br /> 20 I SB6-629 11010 ; <br /> 20 <br /> 25 <br /> 01010 'moi nlr' SB6-518 r ;sY`; <br /> 25 119 ;�`! <br /> 30' SB6- 9116 1010 Sand very line, first quartz, silty, clayey, <br /> 130 122 trace mica, occ clean sand Ienses,no � <br /> odor, dry (SP-SM) <br /> --------------------------------------------------- <br /> 35 I SB6-61 50 01010 Clay, silty, medium grey, trace of sand y <br /> 35 <br /> 40' <br /> NOTE PID <br /> 45' CALIBRATED WITH <br /> ISOBUTYLENE AS <br /> 50 PPM VAPOR <br />