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BORING LOG <br /> Project No. Boring Diameter Logged By <br /> KEI-P91-0202 6" IAPT'sampler W.W. <br /> Project Name Unocal Well Cover Elevation Dale Drilled <br /> Lodi,Kettleman lane N/A 12/19/91 U <br /> Boring No. Drilling Hollow-stem Drilling Company <br /> EB2 Method Auger _ West Hazmat <br /> Penetration G.V1'. Depth Strati- <br /> blows/6" level (feet) graph} Description <br /> Samples USCS <br /> 0 <br /> Concrete pavement over sand and gravel base. <br /> data not recorded --_ <br /> Sill,estimated 15 to 2011 fine-grained sand,micaceous, <br /> moist,medium dense,dark yellowish brown. <br /> ML <br /> data not recorded = Silt,estimated 15 to 20%fine-grained sand,moist, <br /> medium dense,light yellowish brown. <br /> --_-= Sandy silt,estimated at 35 to 40%fine-grained <br /> data not recorded 10 - _= sand moist dense light yellowish brown. <br /> Silty sand,estimated 35 %silt,sand is Cine-grained,trace <br /> medium-and coarse-grained,dense,yellowish brown. <br /> SM <br /> data not recorded =:: <br /> =s:•s.•s.•s.• <br /> �s.•s:s.•s r <br /> s.s:'s.•t.• <br /> Well graded sand,trace silt,slightly micaceous,moist, <br /> data not recorded 15 dense,yellowish brown to pale brown. <br /> 15120/0 SWWell graded sand as above,while to light gray. <br /> 18/22/23 WeII graded sand,trace to 5% gravel to 1/2"diameter, <br /> trace silt,slightly micaceous,moist,dense. <br /> . <br /> 20 <br /> TOTAL DEPTH: 20.5' <br /> Page 1 of 1 <br />