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1 <br /> Ile <br /> GROUND ZERO ANALYSIS LOG OF BORING DB-2 <br />' PROJECT KNOWLES HAMMER LOCATION 1140 WEST HAMMER LANE, STOCKTON CA PROJECT NO 95-013 <br /> COMMENTS PAGE 2 OFA,_ <br />' WELL DEPTH FIDIAMPLE ID U S C DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> 5 <br /> 5 <br /> 7a 7 <br /> 42 36 5/40-46 5/50 ELASTIC SILT (MH) 5-159: FN-CRS W GRpa SND <5% FN <br /> GRVL 85-95% FNS L-M DRY STRNGTH SLW DLTNCY <br /> L TGHNSS L-M PLST STIFF TO V STIFF LT BRN-ORNG BRN <br /> MH N-M PO MST-WET SOME MOTTLING SL PO BEGINNING -45 <br /> 44 <br /> QB2-46 <br /> 5 <br /> 46 5007 <br /> 23 <br />' 46 5/50-51/55 SILTY SAND (SM) 60-707 FN-M PRLY GROD SND 5-10% <br /> FN SA-R W GRDD GRVL 20-25% FNS R DLTNCY L TGHNSS <br /> 48 N PLST V DNS BRN #IPO WET <br />' 50 32 <br /> 1600 50/5SM <br /> 52 51/55-56/60 POORLY GRADED SAND WITH SILT TO SILTY SAND (SP-SM/SM) <br /> 80-907 FN PRLY GRDD SND 10-20e FNS R DLTVCY L <br /> TGHNSS N PLST V DNS BRN M-STRNG PO NET <br /> 54 <br /> R82-S7 <br /> 2000 17 17 <br /> 56 50/5 5P-51.1/5M <br /> 56/60-603 POORLY GRADED SAND (SP) >95; FN-M PRLY GRDD SN0 <br /> <5- FNS M DNS LT BRN SL PO MST-WET <br /> 58 <br /> D92-60 5 SP <br /> 60 10 60 3-61 5/65 SILT WITH SAND (ML) 15-25^ FN PRLY GRDD SND 75-85 <br />' 22 FNS SLW-R DLTNCY L TGHNSS L PLST HRD ORK CRY M- <br /> 35 ML STRNG PO MST-WET <br /> 62 <br /> 61 5/65-65 3 POORLY GRADED SAND (SP) >95e FN PRLY GRDD SND <5 <br /> FNS DNS BRN N-SL PO MST <br /> 64 SP <br /> 65 3-66 5/70 LEAN CLAY (CL) 5-10; FN-M W GRDD SND 90-95: FNS <br /> 4 5 1O M DRY STRNCTH N DLTNCY M TGHNSS L-M PLST HRD <br /> b6 50/3 CL MOTTLED BRN AND LT CRY NPO DRY <br />' 66 5/70-71 5 POORLY GRADED SAND (SP) 90-957. FN PRLY GRDD SND <br /> 5-10e FNS V DNS BRN NPO MST <br /> 6$ <br /> 70 D82-70 5' <br /> 2 0 251SP <br /> 5 ED GF�`o <br />' <br /> —72— <br /> JOHN P � <br /> L;lvE <br /> —74— <br /> No 6795 <br /> 76 <br /> • CF C AL1 <br />' 7a <br /> s0 <br /> B2 <br />