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• GROUND ZERO ANALYSIS LOG OF BORING DB-3 <br /> PROJECT KNOW S HAMMER LOCATION 1140 WEST HAMMER LANE, STOCKTON CA PROJECT NO 95-013 <br /> COMMENTS PAGE 2 OF-2- <br /> WELL <br /> FAWELL DEPTH FIDSAMPLE ID US C DESCRIPTION <br /> FT PPM BLOWCOUNT LOG <br /> 5 <br /> 0 10 ML <br /> 20 <br /> 42 r <br /> 44 rr 41 5/45-46 5/50 SILT WITH SAND (ML) 15-25% FN W CRDD SND 75-85w <br /> r FNS SLW DLTNCY L TGHNSS N-L PLST STIFF BRM MPO <br /> DB3-46 WET <br /> 10 000+ 2 ML <br /> 4s 4 <br /> e <br /> rr 46 5/50-51/55 SILT (VL) <57 FN SND >95"C FNS SLW GL7NCY L <br /> 48 rr TGHNSS N PLST HRD BRN SL-M PO MST <br /> r <br /> r <br /> r <br /> 50 D63-50 5 r <br /> 20 ML <br /> Soo 40 <br /> 40 I <br /> 52 51/55-55 3 POCPLY GR+DED SAND (SF) >95- FN PRLf GROC SNC <br /> ,5—. FN5 V DNS SRN MPO WET <br /> 54 <br /> /sp <br /> 100 <br /> g <br /> . �{n 400 50/5 1 1 55 3-61/65 SALT NIT-I SAND (ML) FR_l 7PCC SNO 5 I 70-ss- FNS SLW-R OL" Cf L TG,NSS <br /> !t PLST HRD SRN TO GRY 5_-u PC DRY-v5- <br /> 58 <br /> ML <br /> DB3—fi0 5 <br /> L 60 20 15 <br /> r0/s <br /> 62 i 61/65-66/70 ELAS-IC S "T (V-I) 5- FN SND 95- FNS N DLTNCY <br /> M TGHNSS L PLST HRD LT GRY N-SL PO DRY <br /> 64 <br /> ,a <br /> 1 0 33 MH <br /> 66 50/5 <br /> 66/70-71 SANDY SILT (ML) 40-50: FN PFLY GR00 SNO 50-60- <br /> 68 FNS R DLTNCY L TGHNSS N PLST HRD BRN N-SL PO <br /> DRY-MST <br /> 70 08.3-70 5 ML <br /> 0 18 <br /> 38 <br /> 5 <br /> 72 0/3� C EE} C'`�Ol <br /> 4 <br /> • LA NC <br /> 76 ,A A!o 6795 <br /> —7sOp <br />