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' GRAPHIC GEOTECHNICAL BORING LOG PAGE -J— OF <br /> CLIENT Montgomery Ward &Co Inco orated PROJECT NO 1232 DRILL HOLE SP-6 <br /> SITE LOCATION 5400 Pacific Avenue, Stockton California <br /> DRILLING CO Fisch/Dave Fisch TYPE OF RIG Direct Push/Geo robe <br /> DRILLING METHOD/EQUIPMENT Direct Push HOLE DIAMETER 1 25" <br />' DRIVE WEIGHT/HEIGHT OF DROP REFERENCE OR DATUM <br /> START DATE 11/12/96 COMPLETION DATE 11/12/96 <br /> 1 a, HA DESCRIPTION <br /> a� � Q <br /> Zig s o V) <br />' 2 G , rr <br /> HU W .6N U io H �-4 W��-4r <br /> ICD H 0 W u In Following Ordi r LIT OLOGY,color, gmin Size carting angular <br /> I F- 4H EL W 4z -7 W I U-0 h <br /> 4 W ¢Of 0 r- M U0 ix v- HH�r 0 fn tos5iis wnsistemv wetnem <br /> WzW 0400 dH0 —jW H 0W 2!J >- <br />' M'4 W 041 J t»us ,a W a. 1-- to C>r <br /> 0 SM Asphalt surface <br />' Start @ 7 15 am <br /> 5 <br /> 10 <br /> 15 -P6 7 30 Oppm SILTY SAND, brown, medium to coarse, slightly moist <br /> ts <br />' 20 516 7 45 Oppm SILTY SAND, brown, medium to coarse, poorly sorted, <br /> _20 loose, dry to slightly moist <br />' S16 8 10 0pP m SILTY SAND, brown, medium to coarse, poorly sorted, <br /> 25 -25 25 0 loose, dry to slightly moist <br /> End sampling @ 25' bgs @ 8 15 am <br /> Screen - 23' to 25' 0 02 slots <br /> Teflon tubing 0 to 23' - 114" tubing <br />' Sand pack - 21 5' to 25', Bentonite 19 5' to 21 5' <br /> 30 Grout - 0 to 19 5' <br />' 35 <br /> 40 <br /> 45 <br /> NOTES <br /> ENVIRONMENTAL AUDIT, INC NOTE This Boring Lug Represents Conditions Only at Time and Location <br /> Ihdicated Subsurface Conditions May Differ at Other Locations and <br /> Times <br />' LAGGED BY WMK DATE 11/12/96 APPROVED BY WMK RG # 6417 <br />