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GROUND ZERO ANALYSIS LOG OF BORING SB37/WELL MW13 <br /> PROJECT KNOWLES—ROEK LOCATION 102 S. WILSON WAY. 9-0CKTON CA PROJECT NO. 95-006 <br /> COMMENTS: PAGE 2 OF-2— <br /> WELL DEPTH PlD SAMPLE ID U.S.C. DESCRIPTION <br /> DETAIL (Fl.) (PPM) BLOWCOUNT LOG <br /> 4 <br /> 16.7 a <br /> 12 <br /> 42— SB37-40 <br /> - - 41.5/45-51.5/55- ELASTIC SILT; 5% FN, SA—SR, PRLY GRDD SND; 95% FNS; L—M <br /> DRY STRNGTH; SLW TO N—SLW DLTNCY; L—M TGHNSS; M—H TO <br /> —44— L—M PLST; STIFF—V STIFF TO STIFF; M YLLW GRN; N TO SL <br /> PO; DRY—MST; M TO STRNG CEMENTATION; HOMO; CaCO3 <br /> - - <br /> 4 STRIATIONS <br /> H <br /> —46- <br /> 3.3 12 <br /> —48— MH <br /> S837-50.51 <br /> ps —50— <br /> a <br /> 25.3 <br /> —52— <br /> m:mw 51.5/55-56.5- POORLY GRADED SAND; 95% FN. SA—SR, PPLY GRDD SND; M <br /> DNS: 57G FNS: STIFF: M YLLW GIN; SL—M PO: MST: WEAK <br /> —54— CEMENTATION; HOMO <br /> ::w S837-55.5' <br /> 3 sp <br /> —56— 76 5 <br /> wp: <br /> FLOWING/HEAVING SANDS EXPECTED, SO NO SAMPLES <br /> 59:b COLLECTED. <br /> —60— <br /> BRED GEO <br /> zoso <br /> —62— <br /> GREGORY P. <br /> —64— STAIAL <br /> No. 5023 <br /> 66— <br /> F 00 <br /> 68 <br /> as <br /> 70- <br /> 72— <br /> —74- <br /> -76- <br /> -79- <br /> 0- <br /> 2— <br />