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PAGE 1 OF 2 <br /> WEJ'IS7ERNG,,F0-E V671 EERS BORING Mw-8 <br /> DATE DRILLED 2/27/89 <br /> BORE HALE LOG ' SAMPLE INTERVAL <br /> V WATER <br /> PROJECT REGAL 9603 GEOLOGIST SURFACE 9 7t <br /> Thomas Niven ELEVATION <br /> LOCATION 6425 Pacific Ave, Stockton CA DRILLER TOTAL DEPTH 65 feet <br /> Bill Hogale Jr <br /> DRILLING CONTRACTOR f DEPTH T02.-53 CASING 4• PVC/65 <br /> Hogate Exploration Drilling Co i WATER <br /> REMARKS Hand held PID used to screen soil samples placed in mason }ars PID calibrated to a 50 pm <br /> 1 asollne standard Elevations measured from WEGE datum (SW corner of lank pad) and tied <br /> Into a USGS topographic map <br /> ^ O ~ <br /> Z LL o <br /> L s <br /> _ -i 3 o CORE DESCRPTION REMARKS <br /> a- O <br /> L <br /> Lj (EE <br /> { ❑ (l) m � � i l t <br /> dirt Surface <br /> CH Dark brown sandy clay with silt no odor <br /> rJ 12113 4 3/JAR <br /> 10 <br /> 11/11 2 21JAR ML Med brown silt it clay <br /> 15 — <br /> 12/15 2 4/JAR <br /> MW810/f2 ML Med brown sill tr clay <br /> 20 20 3 31JAR <br /> no odor <br /> 12 5 11JAR /, <br /> 25 <br /> 30 MWS 14/18 12/JAR <br /> /a <br /> 30 �3 <br /> 35 13 161JAR ML Med brown clayey sill tr fine send We,� no odor <br /> 40 <br /> 14 23/JAR CL Med brown silly clay U fine sand <br /> slight odor <br /> 45 458 13124 35/JAR 14116 <br /> MW8 13114 38/JAR `' mod odor <br /> 5Q 50 SR Dark grey med-coarse poorly grded %{ <br /> V slaty sand v f <br /> �Y< <br /> Af.4 <br /> r�rJ 8110 151JAR slight odor <br /> r <br /> z , <br />