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1 <br /> T�j�/(.TE— PAGE 1 OF <br /> S 2 <br /> 12'I`TERNGEO-ENGIN.E.ERS BORING M W-7 <br /> DATE DRILLED 2123-24/89 <br /> �yK tBORE HOLE LOG SAMPLE INTERVAL 3 <br /> ♦WATER <br /> PROJECT REGAL 0603 GEOLOGIST' SURFACE 9 49' <br /> 5r Thomas Niven ELEVATION <br /> � i <br /> LOCATION 6425 Pacific Ave Stockton CA DRILLER TOTAL DEPTH 65 lest <br /> r� Bill Hogate Jr <br /> R DRILLING CONTRACTOR DEPTH TO CASING 4• PVC/65 <br /> P <br /> Hogats Exploration Drilling Co WATER 52'-53 <br /> REMARKS Hand held PtD used to screen Boll samples placed in mason jars PID calibrated to a 50 ppm <br /> Pasollne standard, Elevations measured from WEGE datum (SW corner of tank pad)and tied <br /> nfo a USGS topographic map <br /> (D <br /> ~ Z LL Q <br /> W fn cc <br /> DESCRPTION �_ REMARKS <br /> U� 0- O o <br /> w C: J <br /> o cn M a <br /> 2'-3' of asphalt surface - no odor <br /> CH Dark brown sandy clay with slit = t <br /> 5 <br /> 10 ML Med brown silt it clay <br /> 15 <br /> 20 MW7 9/11 O/JAR ML Med brown slit tr clay <br /> 25 10 34/JAR no odor <br /> 30 MW7 10/13 43/JAR <br /> 30 <br /> 35 It 41JAR ML Med brown clayey silt firfine sand no odor <br /> s <br /> a <br /> a <br /> 40 14 25/JAR CL Med brown silty clay tr fine sand <br /> e <br /> slight odor <br /> ` 45 mW 9/11 1 WAR <br /> 45 <br /> r <br /> 50 MW7 13114 WARu�{, mod odor <br /> . 50 SP Med brown mad-coarse poorly grded s< w v< <br /> silty sand r nay <br /> S � A <br /> 55 — <br /> • y>d <br /> 8 4/JAR slight odor <br /> y �k, <br /> y �. <br />