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PAGE 1 OF 2 <br /> IfTE'I'TLF"iGEO- NGINEERS BORING MW-7 <br /> DATE DRILLED 2123-24189 <br /> BORE HOLE LOG I SAMPLE INTERVAL <br /> T WATER <br /> PROJECT REGAL 0603 GEOLOGIST SURFACE 949 <br /> Thomas Niven ELEVATION <br /> LOCATION 6425 Pacific Ave, Stockton CA DRILLER TOTAL DEPTH 65 feet <br /> Bill Hopate Jr <br /> DRILLING CONTRACTOR DEPTH TO CASING 4' PVC/65' <br /> Hopate Exploration Drilling Cc WATER S2'-53' <br /> REMARKS.Hand held PID used to screen moll samples placed In mason Jars PID calibrated to a 50 ppm <br /> pasotim standard Elevations measured from WEGE datum (SW corner of tank pad)and tied <br /> kvW a IJSGS topographic map <br /> j 0 f, a L7 <br /> L z LLo <br /> � CO o CORE DESCRPTION z REMARKS <br /> Iz 7 o <br /> w lz _j � � <br /> ❑ cn M a <br /> 2'-3' of asphalt surface = _ <br /> CH Dark brown sandy clay with silt - no odor <br /> 10 L <br /> MMed brawn silt tr clay <br />• 15 <br /> 20 IMW7 9/11 WAR ML Med brown silt it clay <br /> 25 10 34/JAR no odor <br /> i <br /> 30 3W07 10113 43/JAR <br /> I <br /> i <br /> �r 11 41JAR ML Med brown clayey silt tr line sand no odor <br /> i <br /> 40 14 25/JAR CL Mod brown silty clay tr fine sand <br /> slight odor <br /> A5 :A%lf7 011 1 101 J A R <br /> 45 <br /> So Mf7 13114 61JAR mad odor <br /> I <br /> 50 SP Med brown mod-coarse poorly grded <br /> . silty sand <br /> 56 8 4/JAR Slight odor <br />