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PAGE 1 OF? <br /> WE�jS'TERNCTGED-ENGINEERS BORING MW-8 <br /> DATE DRILLED 2/27189 <br /> ' SAMPLE INTERVAL <br /> BORE HOLE LAG WATER <br /> PROJECT REGAL *603 GEOLOGIST SURFACE 9 71 <br /> Thomas Niven ELEVATION <br /> LOCATION 6425 Pacific Ave, Stockton CA DRILLER TOTAL DEPTH 65 feet <br /> Bill Hogate Jr <br /> DRILLING CONTRACTOR DEPTH TO CASING 4- PVC/65' <br /> Hogate Exploration Drilling Co WATER 52 -53 <br /> REMARKS Hand hold PID used to screen soil samples placed In mason Jars PID calibrated Ioa 50 ppm <br /> Pppsollne standard Elevations measured from WEGE datum (SW corner of tank pad) and tied <br /> rato a USGS topographic map <br /> O ~ Of o O <br /> i �Z Q <br /> _ _j co C) CORE DESCRPTION REMARKS <br /> I- EL o <br /> fL E <br /> W Q J <br /> IL <br /> m � <br /> ❑ in a <br /> dirt surface <br /> CH Dark brown sandy clay with slit no odor <br /> 5 12113 4 3/JAR <br /> 10 — 11111 2 WAR ML Med brown silt Ir clay <br /> • <br /> 15 12115 2 4/JAR <br /> 20 2W08 10112 3 3/JAR ML Med brown slit tr clay <br /> 25 12 5 1/JAR no odor <br /> 30 MWS 14118 12/JAR <br /> 30 <br /> 35 }3 16/JAR ML Med brown clayey sill tr fine sand no odor <br /> 40 14 23/JAR CL Med brown silty clay tr fine sand <br /> slight odor <br /> 45 M 8 13124 35/JAR 14116 <br /> 45 <br /> 5Q MW8 13114 38/JAR ; w mod odor <br /> 50 SIS Dark grey mod-coarse poorly grded <br /> silty sand <br /> 8110 15/JAR n <br /> < slight odor <br />