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I <br /> GROUND ZERO ANALYSIS LOG OF BORING 09—la <br /> PROJECT KNOW E5 HAMMER LOCATION 1140 WEST HAMMER_LANE STOCKTON__CA__ - PROJECT NO 95-013 <br /> COMMENTS PAGE C OF-3-- <br /> DEPTH <br /> F-3— <br /> DEPTH FID SAMPLE ID U SC DESCRIPTION <br /> DETAIL FT (PPM) BLOWCOUNT LOG <br /> CL <br /> 64 80 5/85-85 5/90' ELASTIC SILT (MIH) <57. FN SND >957- FNS Ml DRY <br /> STRNGTH, N-SLW DLTNCY L TGHNSS L PLST HRD BRN, NPO <br /> 15 502 MIH <br /> DRY <br /> 86 <br /> 85 5/90-95 3 LEAN CLAY (CL) <57 FN SND >95- FNS MI-H DRY <br /> STRNGTH N DLTNCY M TGHNSS L_N PLST HRD BR NPO <br /> gg DRY <br /> 90 30 b0/5 <br /> 92 CL <br /> 94 J <br /> i 50 g5 3_g8 5 POORLY GRADED SAND (S') X95 e r'+-M PRLY CRDD SNO <br /> —96 <br /> 50/3 5; FNS V DNS ERN N-SL ?4 MST <br /> --- <br /> cp <br /> • D81-98 5 <br /> L 98 i 30014 <br /> 26 AIL 98 5-99 SILT (WL) <57. FN PRLY GRDD SND X95- FNS SLN <br /> 15 48 k DLTNCY L TGHNSS N-L PLST HRD DPNG ERN NPO DRY <br /> —1001 <br /> IL 10 2 <br /> r 1 <br /> ID4- <br /> 106 <br /> p,E D GAO <br /> .10;-;IBJ P <br /> • 110 . LAVE <br /> U, No 6795 4 <br /> —112- <br /> 0 <br /> 12o f c P,\-\Fo <br /> —119 <br /> -t20 <br /> -122- <br /> -124 <br />