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c <br /> A <br /> G P-1 <br /> LOG OF SORI N <br /> m Equlpmant_ _8_" Hollow Stem Auger <br /> y E Elevation fiats 12/21/87 <br /> Laboratory Tests c� m 2 S ao 0 Asphal t <br /> ` • Aggregate baserock <br /> 250 • • GRAY GRAVELLY SAND (SW) <br /> pW medium dense, moist, fine-grained <br /> strong gas odor <br /> { 5 encountered product line digging by <br /> hand, <br /> Bottom of hale at 3,0 feet <br /> Y <br /> 3' <br /> i.; <br /> 10- <br /> 151 <br /> 015 I <br /> rl <br /> LOG OF BARING P-2 <br /> a8" Hollow Stem Auger <br /> E Equipment <br /> o u) Eieva#Eon fate 12 21/87 <br /> 0 <br /> 5p 3 t <br /> I <br /> - Aggregate baserocic <br /> 400 BROWN SILTY CLAY (CL) . . R. <br /> a $ stiff, moist s <br /> becomes dark gray strong gas odor I . <br /> j 5, Water level-(unstabilized) <br /> 450 11 product droplets on water_ <br /> t GREEN-GRAY CLAYEY SAND (SC) <br /> medium dense, saturated, fine i <br /> grained <br /> i strong gas odor j <br /> # ` - --- - Bottom of hole at-6.0-feet. -J - <br /> 10PLA10— <br /> PLATE <br /> TE - <br /> Nording Lawson Aaswolofoa8� P—2 <br /> Engineers:Geologists <br /> Logs of Borin�� P�1 <br /> a.Geopnrsidsts 455 Grant Line Road <br /> Trac California .... - <br /> i <br /> 7 i DATE REVISED, D¢r <br /> 4ED <br /> JOBUMBEq APiR� 2/88 . <br /> AG 16040 001.03 <br />