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Acton Mickelson van Dam, Inc <br />.N <br />55 112 112 <br />S83-7 <br />583-8 <br />56 I s l l 583 <br />45-* 1 1 1 <br />5 Q Minor salt at 50 feet I <br />J I5 I 1f l 11 f f-� <br />41 <br />50 11 11 583-n <br />55 Decrease in silt content at 55 feet /5 <br />Total depth of Carh is 60 auger <br />feet True vertical depth from grade <br />Ls ap ax�aaiety 53 feet Wow <br />050 44 grad <br />O Total Depth = 50 auger feet <br />S83-12 <br />Paae 2 Of 2 <br />Consulting Scientists, Engineers, and Geologists <br />Log of Soil Boring SB -3 <br />Project Number 19042 03 <br />Drilling <br />Time Date <br />Start <br />0920 9-26-94 <br />Location Former Beacon Station #610 <br />Finish <br />1220 9-26-94 <br />3300 Waterloo Road <br />Stockton, California <br />Dulling Company Mitchell Drilling Environmental <br />Drilled 8y Eddie Mitchell <br />Completion Depth 60 Feet <br />Drilling Method CAFE 75 High Torque, 8" 0 D HSA <br />Logged By S LIATY <br />Sampling Method California Modified Split Spoon <br />Checked By <br />Dv0 <br />Fitted With 2"A" Brass Sleeves <br />w �a DESCRIPTION <br />4a ciia <br />x <br />o <br />COMMENTS <br />m 2 <br />SILTY CLAY, Moderate yellowish <br />CL <br />brown (10 YR 5/4) <br />SAND, Brown (10 YR 5/3), slightly <br />SP <br />3 moist, fine—to—medium—grained <br />4g 18 <br />18 <br />• <br />.N <br />55 112 112 <br />S83-7 <br />583-8 <br />56 I s l l 583 <br />45-* 1 1 1 <br />5 Q Minor salt at 50 feet I <br />J I5 I 1f l 11 f f-� <br />41 <br />50 11 11 583-n <br />55 Decrease in silt content at 55 feet /5 <br />Total depth of Carh is 60 auger <br />feet True vertical depth from grade <br />Ls ap ax�aaiety 53 feet Wow <br />050 44 grad <br />O Total Depth = 50 auger feet <br />S83-12 <br />Paae 2 Of 2 <br />