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s , <br /> Date Completed: 3/18/97 Surface Conditions: Asphalt. <br /> L <br /> Logged By: 1282: Groundwater: A depth of approximately 65 feet below existing <br /> r4h site grade. <br /> Total Depth: 51-1/2 feet <br /> FIELD <br /> DESCRIPTION <br /> H <br /> w CD > <br /> a 3 > a a o <br /> E B <br /> Q E � Approximate Surface Elevation (ft): <br /> r o cn m a cn Z r <br /> �o- Asphalt Concrete: Approximately 2 to 3 inches thick <br /> Aggregate B-me/Sand:To approximately 1 foot <br /> 2 Silty SAND(SM): Brown, moist, loose,fine to medium <br /> 2 grained,no odor <br /> 2 0 17282 <br /> 5 2 F <br /> 2 <br /> 2 0 1728.1 <br /> irr <br /> 10- <br /> 20 abundant Fe stain, hard,some clay <br /> 30 0 17280 <br /> L15 9 Silty SAND(SM): Olive-brown, moist verystiff, fine <br /> to <br /> 13 medium grained, some clay, no odor <br /> 16 0 17279 <br /> (irF <br /> 20- <br /> 19 Silty SAND (SM): Olive-brown, moist, hard, fine grained, <br /> 30 0 17278 abundant mica <br /> 25 <br /> L <br /> a <br /> 1KLEINFELDEIi LOG OF BORING 2- 1 PLA <br /> of 2 <br /> HWY 120/NIcHENRY AVENUE PROJECT <br /> o Drafted By: DWA Project No.: 20-3941-01 1305 ESCALON AVENUE A-3 <br /> LiE Date: 3/4/97 File Number: ESCALON, CALIFORNIA. <br /> W Copyright Kleinfelder,Inc.1997 <br />