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La <br /> y <br /> Date Completed: 3/18/97 Surface Conditions: Asphalt. <br /> L <br /> l Logged By: 1282 Groundwater: A depth of approximately 65 feet below existing <br /> ter✓ site grade. <br /> Total Depth: 51-1/2 feet <br /> FIELD <br /> DESCRIPTION <br /> F- <br /> CL E E E E o <br /> CD m o a m :3 Approximate Surface Elevation(ft): <br /> toI m a a rn Z <br /> ,. Asphatt Concrete <br /> ¢ Aggregate Base: Approximately 2 feet thick <br /> I <br /> Silty SAND (SM):Dark brown,dense,fine to medium <br /> grained,trace gravel, no odor <br /> push 1 17261 <br /> �. <br /> 5 <br /> Silty SAND (SM): Brown, medium dense, fine to medium <br /> grained, no odor <br /> push 0 17262 <br /> L7 <br /> 10 15 Silty SAND(SM): Olive-brown, moist,dense,fine grained, <br /> 30/5" 0 17263 with clay,no odor <br /> V. <br /> L 15 <br /> 9 Clayey SILT/Sitty SAND(ML/SM):Olive, moist, dense, fine <br /> 14 grained, abundant Fe stains and mica, no odor <br /> 20 0 17264 <br /> 20- <br /> 12 Silty SAND(SM): Olive-brown to light gray, moist, dense, <br /> 20 fine grained, abundant Fe stains and mica,no odor <br /> 24 0 17265 <br /> L 25 _ <br /> LOG OF BORING 2- 2 PLATE <br /> KLEINFELDE' R 1 of 2 <br /> ' o HWY 120/MeHENRY AVENUE PROJECT <br /> Drafted By: DWA Project No.: 20-3941-01 1305 ESCALON AVENUE A-4 <br /> W Date: 3/4/97 File Number: ESCALON, CALIFORNIA <br /> L Copyright Kleinfelder,Inc. 1997 <br />