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GROUND ZERO ANALYSIS LOG OF BORING DB-3 <br /> PROJECT KNOWLES HAMMER LOCATION 114,0 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 /> 0 10 <br /> 20 ML <br /> 42 i <br /> i <br /> i <br /> i <br /> 44 i� 41 5/45-46 5/50' SILT WITH SAND (ML) 15-25% FN W GRDD SND 75-85% <br /> i FNS SLW DLTNCY L TGHNSS N-L PLST STIFF BRN MPO <br /> DB3-46 WET <br /> 10000+ 2 ML <br /> 46 4 <br /> 8 i <br /> i 46 5/50-51/55 SILT (ML) <5% FN SND >95% FNS SLW DLTNCY L <br /> 48 �� TGHNSS N PLST HRD BRN SL-M PO MST <br /> i <br /> i <br /> i <br /> D93-50 5 <br /> 50 20 ML <br /> 500 40 <br /> 40 <br /> 52 51/55-55 3 POORLY GRADED SAND (SP) >95% FN PRLY GRDD SND <br /> <5% FNS V DNS BRN MPO WET <br /> 54 <br /> 100 A- <br /> SP <br /> 8 <br /> 56 400 50/5 55 3-61/65 SILT WITH SAND (ML) 15-30% FN PRLY GRDD SND <br /> 70-85% FNS SLW—R DLTNCY, L TGHNSS <br /> N PLST HRD BRN TO GRY SL—M PO RRY—MST <br /> 58 <br /> ML <br /> 60 D133-60 5 <br /> 20 15 <br /> 50/4 <br /> 62 61/65-66/70 ELASTIC SILT (MH) <5% FN SND >95% FNS N DLTNCY <br /> M TGHNSS L PLST HRD LT GRY N-SL PO DRY <br /> 64 <br /> 10 <br /> 33 MH <br /> 66 1 0 50/5 <br /> 66/70-71 SANDY SILT (ML) 40-50% FN PRLY GRDD SNO 50-60% <br /> 68 FNS R DLTNCY L TGHNSS N PLST HRD BRN N-SL PO <br /> DRY-MST <br /> 70 0213-70 5 ML <br /> 0 18 <br /> 38 <br /> 50/3 <br /> 7z ED GFp`o <br /> CN <br /> 74 � .�01•;f`d P � <br /> o LA, r <br /> G <br /> 76- � r�o 6795 <br /> 78 9�F QF �FO�� <br /> . CAL <br /> 82 <br />