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' GRAPHIC GEOTECHNICAL BORING LOG PAGE -I— OF <br /> CLIENTMontes>omery Ward &Co , Incorporated _ PROJECT NO 1232 DRILL HOLE SP-5 <br /> SITE LOCATION 5400 Pacific Avenue, Stockton, California <br /> DRILLING CO Fisch/Dave Fisch TYPE OF RIG Geo robe <br /> DRILLING METHODIEQUIPMENT Direct Push HOLE DIAMETER 1 25" <br />' DRIVE WEIGHTIHEIGHT OF DROP REFERENCE OR DATUM <br /> START DATE 11/12/96 COMPLETION DATE 11/12/96 <br /> 1 � <br /> DESCRIPTION <br /> z0- X: of viv <br />' z a <br /> HW way w > <br /> T- T z -j t- IMt H 0 W� rixFbli�*mg C Dot-UTHOLOGY,color,gF$iri size Sorting angulaJ`ttx, <br /> h F- a.H b-W< 3 '48 W 0 h- < pWBtii�&S <br /> 4 W cc W-0 Ai Q 0 Ix H< H Q V7� f{��$11$,ris3$ii'.tlry, <br /> WZW W004H0 -jW i+ OWE z..F? i <br /> lY <br /> 0 SM Asphalt surface <br /> 1 <br />' S <br /> 10- <br /> 15 SP5 9 40 2ppm <br /> SILTY SAND, brown, medium to coarse, poorly sorted, <br /> slightly moist, loose <br />' 20 <br /> SPS SILTY SAND, yellow with brown, fine to medium, poorly <br /> 25 _25 10 15 1ppm 25 0 sorted, dry, loose <br /> HNU reading @ plastic tube 2ppm <br /> Screen 23'-25' 0 002 slot <br />' Sampling stopped at 25' bgs @ 10 30 am <br /> Teflon tubing 0-23' <br /> 30 Sand pack - 21 5' to 25' <br /> Bentonite 19 5' to 21 5' <br /> Grout -0 to 19 5' <br />' 35 <br />■ <br /> 40 <br /> 45 <br /> NOTES <br />' ENVIRONMENTAL AUDIT, INC NOTE This Boring Log Represents Conditions Only at Time and Location <br /> Indicated Subsurface Conditions May Differ at Other Locations and <br /> Times <br />' LOGGED BY WMK DATE 11/12/96 APPROVED BY WMK RG # 6417 <br />