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GROUND ZERO ANALYSIS LOG OF WELL _lW_4__ <br /> 4W'ECT WOOLSEY CHARTER LOCATION 1501 WEST CHARTER WAY, STOCKTON CA PROJECT NO 294 <br /> E DRILLED 8/15/02 LOGGED BY SEAN GARVEY REVIEWED BY GREG STAHL RG 5023 <br /> DRILLING COMPANY V Ar w DRILLER BRIAN JQHNSON METHOD --- - HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER ___a___LhL DEPTH DRILLED 31,5„FT DEPTH TO WATER INITIAL 19 Q STATIC 17 - FT <br /> CASING TYPE PVC DIAMETER 2 IN SCHEDULE 40 INTERVAL O _FT TO 10 FT <br /> SCREEN TYPE PVC DIAMETER 2 . IN SLOT SIZE 0 020 IN INTERVAL 10 FT TO _____ 9__ EI <br /> FILTER PACK TYPE 43 SAND INTERVAL 8 _ FT TO 30 FT <br /> SURFACE SEAL TYPE NEAT CEMENT OVER AFNIONITE INTERVAL 0 FT TO A FT <br /> COMMENTS - PAGE-1— OF__l_ <br /> WELL DEPTH PID SAMPLE ID USC DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> RIM 0-4" ASPHALT <br /> 2 4"-6 5/10 ELASTIC SILT (MH), <5% FN, A SND, >95% FNS, N-L DRY <br /> STRENGTH, SLW-R DLTNCY, L TGHNESS,N-L PLAST, HARD, BRN, <br /> NPO, DRY <br /> 4 MH <br /> 7 <br /> fi 0 3 14 <br /> 19 <br /> 6 5/10-16 5/20 SILTY CLAY (CL/ML), <5% FN, A SND, >95% FNS, L-M DRY <br /> 8 STRENGTH, SLW DLTNCY, M TGHNESS, L-M PLAST, STIFF-HARD, BRN, <br /> NPO, DRY-WET <br /> 10 <br /> 9 <br /> 03 i3 <br /> 23 <br /> 12 <br /> CL/ML <br /> 14 <br /> CWMW4-1 <br /> 5 <br /> 16 02 9 <br /> 6 <br /> 18 16 5/20-21 LEAN CLAY (CL), <5% FN, A SND, >95% FNS, H DRY STRENGTH, <br /> v M-H TGHNESS, M-H PLAST, MED-STIFF, BRN, NPO, WET <br /> 20 0 2 2 CL <br /> 0 2 7L_ 21-21 5/25 POORLY GRADED SAND W/ CLAY (SP-SC), 90-95% FN A-SA P <br /> 22 SP-SC GRAD SND, 5-10% FNS, M DENSE, BRN, NPO, WET <br /> 215/25-26 5/30 SILTY CLAY (CL/ML), 5-10% FN A SND, 90-95% FNS, L-M DRY <br /> 24 STRENGTH, SLW DLTNCY, M TGHNESS, M PLAST, HARD, GRN, NPO, <br /> ORG, WET <br /> B <br /> 26 0 2 11 CL/ML <br /> 32 <br /> 265/30-31 5 POORLY GRADED SAND (SP), >95% FN, A, P GRAD SND, <5% FNS, <br /> 28 V-DENSE, GRN, NPO, WET <br /> 3D CWMW4-3 12 SP r�4y���ED GE��O <br /> 0 3 1 D7 4v� �i <br /> 40 <br /> 32 GREGORY P. a <br /> STAHL <br /> 34 No 5023 ' <br /> J' <br /> 0 �P <br /> 36 ATF Or CAL g� <br /> 38- <br /> 40 <br /> 8 40 <br />