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OCT 16 ' 95 1 7: 3 1 PHGE . Fj 1 ''2 <br /> eoStrat gFes, Inc.GS Log of Boring MW-3 <br /> PROJECT: Winner Ford LOCATION: 1615 1 1 Lh S t ree t , 'T racy, Cq <br /> GSI PROJECT NO. : 8146.701 SURFACE ELEVATION: 46.01 <br /> DATE10/g.l WL (it.6gs): 10.50 OATE: 9/!0/94 TIRE: 15:48 <br /> DAYS FINISHED: 9 9/!0/9 WL (ft. 1590; 11.00 GATE: W0/94 TIME: 18,•!o <br /> WILLING METHOD: B in. mollow Stem Auger TOTAL DEPTH: 20 Feet <br /> DRILLING COMPANY: Geo Enwronmental0rding GEOLOGIST: R. Mallory <br /> w <br /> z � <br /> '- ' N WELL DIAGRAM <br /> a w u a GEOLOGIC DESCRIPTION <br /> 0. y p <br /> a- a m --Z Cay vii <br /> PAVEMENT <br /> ML <br /> SILT (ML) - dark grayish gray (2.5Y 412L soft, o <br /> damp, low plasticity. Sox silt, t0X fine.sand. medium <br /> to high Ory strength. c <br /> U � <br /> 5 4 <br /> Increase in plasticity to medium, moist at S feet, high <br /> dry strength, <br /> 1.3 7 MW-3"13.5 0 <br /> 10 0.8 6 NW-3-10.0 = <br /> saivrated at 10,5 feet, high dry strength. <br /> 0 If MW-3-ILS <br /> b — � <br /> U . <br /> � � M <br /> 4 ~ <br /> increase fine san4 to 30%.at 14 fvel,-`fgtK dry — <br /> � <br /> strength.0 10 M}t-3-15.0 — <br /> t y <br /> m <br /> N <br /> decrease sand to 5% at 18.5 feet. <br /> 20 L.a SW-SM SAND WITH SILT (SW-SM) - dark yraylsh Cirvwh <br /> (2.$Y 4/2),loose. saturated,00% fine sand; 10% x11. <br /> Bottom of coring at 20 feet. 9110194 <br /> (w= converted to equivalent s(andara penetration <br /> NowVf t) <br /> 25 <br /> JOS (NUMBER: 8146.70t <br />