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WEOE— PAGE 1 OF <br /> WESTEiPNGEt�ENGINEERS BORING MW-10 <br /> DATE DRILLED 312-3189 <br /> ' SAMPLE INTERVAL <br /> BORE HOLE LOG WATER <br /> PROJECT REGAL 0603 GEOLOGIST SURFACE 10 51 <br /> M Thomas ELEVATION <br /> LOCATION 6425 Pacific Ave Stockton CA DRILLER TOTAL DEPTH 65 feet <br /> Bill Hogate Jr <br /> DRILLING CONTRACTOR DEPTH TO 55 CASING 4' PVC/65' <br /> Hogate Exploration Drilling Co WATER <br /> REMARKS Hand held PID used to screen soil samples placed in mason jars PID calibrated to a 50 ppm <br /> gasoline standard Elevations measured from WEGE datum (SW corner of tank pad) and tied <br /> Into a 11SGS topographic map <br /> €-- D O LJ <br /> Lt Z LL a- J <br /> CORE DESCRPTION �J- REMARKS <br /> Z J 3 0 <br /> IL cc: <br /> O co m LD <br /> 2'-3' asphalt surface <br /> 5 <br /> 10 <br /> 15 <br /> 2Q1~024117 <br /> k p1 11123 50/JAR CL Med brown silly clay semi firm-firm no odor <br /> pray mottling dry <br /> 14122 1001JA SW Grey green very flne-line well graded no odor <br /> 25 sand Ir slit grey mottling dry <br /> 30 200/JA ML Dark brown clayey silt trace fine sand strong odor <br /> 30 very firm dry <br /> 35 13120 8001JA V L eryDark obey n silty <br /> try trace fine sand moderate odor <br /> 40 15117 10001 SP Brown fine-medium poorly graded with moderate odor <br /> JAR silt dry <br /> y u a <br /> 45 MW10 11116 13001 ML Med brown sandy slit trace fine sand moderate odor <br /> 45 JAR odor dry <br /> 50 MW10 11120 18001 SP Orange brown Ilne-medlum poorly i = strong odor <br /> 50 JARgraded clayey sand with silt black staining <br /> d �C)f+'�'�p�y� <br /> amp <br /> MPH <br /> y <br /> 11127 2000+/ SP Dark grey fine-madium poorly gradeds <br /> 55. JAR sand with it silt wet visible sheen strong odor <br />