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' GRAPHIC GEOTECHNICAL BORING LOG PAGE „� OF <br /> CLIENT Mont ome Ward &Co Inco orated PROJECT NO 1232 DRILL HOLE SP-7B <br /> 6 SITE LOCATION 5400 Pacific Avenue Stockton California <br /> DRILLING CO Fisch Environmental TYPE OF RIG Geo robe <br /> DRILLING METHOD/EQUIPMENT Geo robe HOLE DIAMETER 2" <br />' DRIVE WEIGHT/HEIGHT OF DROP REFERENCE OR DATUM <br /> START DATE 11/13/96 COMPLETION DATE 11/13/96 <br /> 1 � <br /> A- ;� DESCRIPTION <br /> 0 L40 <br /> yta U10 " roses ►�� �� w��� <br /> ! i- +.� H 0 w 0 rd FolWwuig Order,UTHOLOGY>color,gjEalo size ss3rftg iingulargy <br /> 41: W 0 r fossils,soasEstei y>wetri�ss <br /> 4 W s tKi t3V H <br /> H<W 0 <br /> to ,3 to «J 10 0- >— WAC :Z310 VIP <br /> 0 ML 0-3" Asphalt <br /> 1 <br /> 5 <br /> 1 <br /> 10 <br /> gp7B SLIGHTLY SANDY SILT, brown, very fine sand, slightly <br /> 15 _15 7 30 3ppm moist <br /> 20 SP7B 7 35 2ppm SLIGHTLY SANDY SILT, brown, very fine sand, slightly <br /> -20' moist <br />' 25 2P7B 8 00 3ppm SLIGHTLY SANDY SILT, brown, very fine sand, moist <br />' 30 SP7B 8 40 3ppm CLAYEY <br /> o st EY SILT, yelowish brown, fine, soft, plstic, slightly <br /> -30' <br /> HNU reading at plastic tube - 0 ppm <br /> SP7B 350 SAND, yellowish brown, coarse, well sorted, loose, slightly <br /> 35 _35' 9 05 1ppm SP moist <br /> SP7B SAND, yellowish brown, coarse, well sorted, loose, slightly <br /> 40 -40. 9 20 1ppm moist <br />' HNU reading at plastic tube 1ppm <br /> 45 SP713 -450 GRAVEL, grey to dark grey, coarse, some pebbles, <br /> Continued Next Pa e <br /> t NOTES <br /> ENVIRONMENTAL AUDIT, INC NOTE This Boring Log Represents Conditions Only at Time and Location <br /> Indicated Subsurface Conditions May Differ at Other Locanons and <br /> Tunes <br />' LOGGED BY WMK DATE 11/13/96 APPROVED BY WMK RG # 6417 <br />