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it ,5 <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 FID SAMPLE ID U S C DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> 5 <br /> 5 <br /> 7p 7 <br /> 42 36 5/40-46 5/50 ELASTIC SILT (MH) 5-15% FN-CRS W GRDD 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 /> 46 500 7 <br /> 23 <br /> 46 5/50-51/55 SILTY SAND (SM) 60-70%& FN-M PRLY GRDD SND 5-1017 <br /> 48 FN, SA-R W GRDD GRVL 20-25% FNS R DLTNCY L TGHNSS, <br /> N PLST V ONS BRN MPO WET <br /> 50 32 <br /> 1600 50/5 SM <br /> 52 51/55-56/60 POORLY GRADED SAND WITH SILT TO SILTY SAND (SP-SM/SM) <br /> 80-909 FN PRLY GRDD SND 10-20% FNS R DLTNCY L <br /> TGHNSS N PLST V DNS 6RN M-STRNG PO WET <br /> 54 <br /> Dat-55 5' 1A <br /> 2000 17 <br /> 56 50/5 SP-SM/SM <br /> 56/60-60 3 POORLY GRADED SAND (SP) >95% FN-M PRLY GRDD SND <br /> <5% FNS M DNS LT BRN SL PO MST-WET <br /> 58 <br /> 082-60 5 SP <br /> 60 10 603-61 5/65 SILT WITH SAND (ML) 15-25% FN PRLY GRDD SND 75-85% <br /> 22 FNS SLW-R OLTNCY L TGHNSS L PLST HRD DRK CRY M- <br /> 35 ML STRNG PO MST-WET <br /> 62 <br /> 61 5/65-65 3 POORLY GRADED SAND (SP) >95% FN PRLY GRDD SND <57 <br /> FNS DNS BRN N-SL PO MST <br /> 64 A <br /> 65 3-665/70 LEAN CLAY (CL) 5-10% FN-M W GRDD SND 90-957 FNS <br /> 45 10 M DRY STRNGTH N DLTNCY M TGHNSS L-M PLST HRD <br /> 66 5049 CL MOTTLED BRN AND LT CRY, NPO DRY <br /> 66 5/70-715 POORLY GRADED SAND (SP) 90-95% FN PRLY GRDD SND <br /> 5-10% FNS V DNS BRN NPO, MST <br /> 68 <br /> 70 062--7085 SPED (a <br /> 2 0 5021 ��,� °r0, <br /> 72 JGHN P <br /> LANE <br /> 74 No 6795 <br /> Q <br /> • 78 <br /> 80 <br /> 82 <br />