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IrBORING NO PB- SB-- 3 <br /> r z COORDINATES N <br /> o 0 £ <br /> z z DRILLING REMARKS U L� FIELD GEOLOGIST S Aiosa DATE BEGAN 9/19/02 <br /> a w o� Z) a CHECKED 13Y R DelnagrgDATE FINISHED 9/i9/02 <br /> W a APPROVED BY D. Wynne SURFACE ELEV —49 msl <br /> o TOTAL DEPTH 16 ft CORE SIZE 2.5" Dia. <br /> 05CRIPTI id <br /> LEAN CLAY 6SOX ay 35X sIA 'son-a ton dry hard <br /> -Fines composition estimated by observation of settling rate within a <br /> vigorously shaken vial of water and sample soil <br /> 1 <br /> 2 <br /> 100% j <br /> 3 � <br /> I <br /> 4 � <br /> 5 00 <br /> Hand auger to 5 <br /> Direct-Push down to 16 <br /> 6 <br /> 70% <br /> 7 00 <br /> 8 a1 <br /> 9 <br /> 10 <br /> 100% 00 <br /> I 11 <br /> -12- <br /> 13- 1 Groundwoter encountered at 13 ft. 9/19/02 <br /> 0 0 Moist soft <br /> 14 100% <br /> Dry hard <br /> 15 <br /> 16 <br /> TOTAL DEPTH OF BORING 150 FEET <br /> 17 <br /> DRILLER D Spearson PAGE 1 OF 1 <br /> DRILLING CO Gregg Drilling <br /> DRILLING METHOD Direct—Push <br /> • SAMPLING METHOD Continuous Core <br /> PROJECT Pacific Bell <br /> LOCATION Tracy, CA <br /> PROJECT NO 838819 06000000 Shaw" <br /> Shaw E�I,lnc. <br /> DRAWN BY SCHAEFFER CHECKED BY lti � TY DRAWING NO 838819-A15 <br /> DATE 11 15 02 APPROVED BY K7 t �'}� <br />