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' GRAPHIC GEOTECHNICAL BORING LOG pAC,F _L_ OF J_ <br /> CLIENT Montgomery Ward &Co , Incorporated PROJECT NO 1232 DRILL HOLE SP-4 <br /> SITE LOCATION 5400 Pacific Avenue, Stockton, California <br /> DRILLING CO Fisch/Dave Fisch TYPE OF RIG 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 x <br /> DESCRIPTION <br /> moi` aa, , <br />' Ho to.bH U4) H >;z 413_44& I <br /> _jx T z t- 1-4 H 0 W t1t:.Fo1kFwing Order UTFiOLO0Y,color, &ahi Size,5ott3it#, #ngulargj' <br /> E- I— 4 H tL tik <br /> -40 LL t- <br /> 4- W re >. V 0= wetttp5s <br /> W=W WOO <140 _jW H z_.E? <br />' 4 13 LL, Ch CO f/1�,.d co 04 F— 0 743 Vl <br /> 0 SM Asphalt surface <br />' Start @ 10 30 am <br />' S <br />' 10 <br /> 15 H SPA 10 45 2 m SILTY SAND, brown, medium to fine, poorly sorted, loose, <br /> -15 pp dry <br /> HNU reading at plastic tube — 2ppm <br />' 20 <br />' 254 11 15 5ppm 25 0 SrIyLTY SAND, brown, medium to fine, poorly sorted, loose, <br /> 25 HNU reading at plastic tube -- 1 ppm <br /> End sampling @ 25' BGS 1@ 11 15 AM <br />' Sceen -23' to 25' - 0 02 slots <br /> Teflon tubing (1/4") to 23' <br /> 30 Sand 21 5' to 25', 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 /> Tunes <br /> LOGGED BY WMK DATE 11/12/96 APPROVED BY WMK RG # 6417 <br />