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_ T,TTE/�E— PAGE 1 OF 2 <br /> EI'I <br /> WS'TE"49EO-_NCINMRS BORING MW-6 <br /> DATE DRILLED 2/21-22/89 <br /> 1 SAMPLE INTERVAL <br /> BORE HOLE LOG <br /> - T warER <br /> PROJECT REGAL 9603 GEOLOGIST SURFACE <br /> Thomas Niven ELEVATION <br /> LOCATION 6425 Pacific Ave Stockton CA DRILLER TOTAL DEPTH 65 toot <br /> Bill Hogale Jr <br /> DRILLING CONTRACTOR DEPTH TO CASING 4' PVC/65 <br /> Hogate Exploration Drilling Co WATER 50'-53' <br /> REMARKS Hand held PID used to screen soil samples placed In mason jars, PID calibrated with a 50 pp <br /> gasoline standard Elevations measured from WEGE datum (SW corner of tank pad)and tied <br /> info elevations from 11SGS topographic map <br /> O F— 0 LD <br /> CD <br /> Z <br /> LL LL M <br /> U) <br /> CORE DESORPTION REMARKS <br /> 1L J q- <br /> W � <br /> ❑ cfi °� nOf <br /> 2'-3' of asphalt surface no odor <br /> CH Dark brown sandy clay with slit """ <br /> 5 12/28 WAR ML Med brown slit tr clay <br /> 10 11/11 WAR <br /> - - i <br /> 8113 0/JAR SW Orange brown mod-coarse well wakF <br /> 15 graded sand It silt y, <br /> 20 206 12/15 3401JA <br /> 25 14117 1461JAR no odor <br /> 1v <br /> 30 MW6 24/38 105/JA <br /> 30 <br /> 35 9/16 1551JAF ML Mad brown clayey silt tr fine sandno odor <br /> 40 15117 170/JAR CL Mad brown silly clay tr fine sand <br /> 45 14154 14/16 355/JA slight odor <br /> 50 MW4 17127 661JAR SP Grange brown flne-med poorly grded �x ` mod odor <br /> 50 clayey sand with sill04 E; <br /> 55 8110 40/JAR SP Dark ray mad-coarse poorly grded <br /> sand wilhir slitMM slight odor <br /> j�1tiy! <br /> $S4 <br />