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1 �I <br /> GROUND ZERO ANALYSIS <br />' <br /> PROJECT LOG OF BORING OB—lo <br /> ` <br /> KNQW5 HAMM R LOCATION 1140 WEST HAMMER LANE STOCK70N A � <br /> COMMENTS -- PROJECT NO <br /> WELL DEPTH FID AM L u 5 c <br /> PAGE—2—OF__ <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> DESCRIPTION 71 <br /> 42 AIL <br /> (from OR-1) <br /> 44 <br />' 10 000+ <br /> 46 <br /> 46/50-51/55 SILTY SAND (SM) 75-85% FN PRLY GRDD SND G5!' FN <br />' 48 PRLY GRDD GRVL 15-25a FNS V DNS BRN MPO WET <br />' SQ <br /> 10000+ 50/5 SM <br /> 52 <br />' 51/55-60$/65 SILT (ML) 5-107 FN PRLY GRDD SND 90-957 FNS L <br /> DRY STRNGTH SLW DLTNCY L TGHNSS L TO N PLST HRD <br /> 54 BRN M TO SL PO DRY-MST <br /> a 000 SD/5 <br /> 56 <br /> 58 ML <br /> 60 <br /> 700 40 <br /> 50/2 <br /> 62 <br /> 60 5/65-70 5 POORLY GRADED SAND (SP) >95o V PRLY GRDD SND c5o <br /> FNS V ONS BRN SL PO MST <br /> 64 <br /> DB1 —66 <br /> 11 <br /> 66 38 <br />' 5 000 50/5 <br /> SP <br /> 68 <br /> I 70 <br /> 13 <br /> 80 50/3 7O 5-76/80 5 RNGTHSILT ) SLWS7 rN DLTNCYPRLYGROD TGHNSSSNO N TO 9L PtSTS HROD RY <br /> ORNG <br /> 72 8RN TO BRN SL PO MST <br /> I 74 <br /> ML <br /> I 36 <br /> 76 50 50/2 <br /> 76/80-80 5/85 LEAN CLAY (CL) [57 FN SND >95% FNS H DRY STRNGTH, <br /> t N DLTNCY M-H TGHNSS M PLST HRD LT GRY N-SL PO <br /> DRY <br /> 78 <br /> 80 E1B1 _aO <br /> 70 40 CL <br /> SO/3 / <br /> u: QMH <br />