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PAGE 1 OF 2 <br /> WESTERN(jGEO-ENGINEERS BORING MW-7 <br /> DATE DRILLED 2/23-24189 <br /> ' SAMPLE INTERVAL <br /> BORE HOLE LOG T WATER <br /> PROJECT REGAL 0603 GEOLOGIST SURFACE 949 <br /> Thomas Niven ELEVATION <br /> LOCATION 6425 Pacific Ave, Stockton CA DRILLER TOTAL DEPTH 65 toot <br /> Bill Hogate Jr <br /> DRILLING CONTRACTOR DEPTH TO CASING 4' PVC/6S <br /> Hogate Exploration Drilling Co WATER 52 -53' <br /> REMARKS Hand held PID used to screen soil samples placed in mason Jars PID calibrated to a 50 ppm <br /> pasoline standard Elevations measured from WEGE datum (SW corner of tank pad) and tled <br /> nto a USGS topographic map <br /> LD <br /> ~ a <br /> LL z IL <br /> � <br /> _j Co o CORE DESCRPTION REMARKS <br /> IL Zq- <br /> a; <br /> LLJ CE <br /> © m 0- LD <br /> 2--3- of asphalt surface -' no odor <br /> CH Dark Drown sandy clay with slit - <br /> 5 <br /> ML Med brown sift tr clay <br /> 10 <br /> 15 <br /> 24 2W07 9/11 0/JAR ML Med brown slit tr clay <br /> 25 10 341JAR no odor <br /> 30 MW7 10113 43/JAR <br /> 30 <br /> 35 11 4/JAR ML Mad brown clayey silt tr fine sand no odor <br /> 40 14 25/JAR CL Med brown silty clay tr fine sand <br /> slight odor <br /> 45 MW7 9111 1 WAR <br /> 45 <br /> 50 MW7 13114 6/JARhV mod odor <br /> 50 SP Med brown mod-coarse poorly grded <br /> . silty sand <br /> 55 8 4/JAR slight odor <br /> iL V <br />