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Date: 10-29-99 ation: Existing Ground Surface BORING B6 <br /> Logged by: Larry Flora Rig type: Mobil B61 Hammer: lana,30"drop <br /> SAMPLE SOIL DESCRIPTION DETAILS <br /> (Obtained with 2"I.D.Split spoon) <br /> � a <br /> wi O�3 F U FIELD OBSERVATIONS <br /> pz U S A <br /> Asphalt/baserock at surface <br /> Brown slightly silty fine sand-Medium dense, <br /> slightly moist,no odor,no PID reading* — *No notable reading with <br /> _ hand-held photoionization <br /> SP detector(PID) <br /> 5— 5 <br /> 23 — <br /> Green-brown clayey fine sandy silt - Very stiff, <br /> moist,no odor — <br /> 10— —10 <br /> 18 ML <br /> _ Dark gray fine sand - Medium dense,very moist, _ <br /> trace silt,no odor <br /> 15— Water level short time after drilling —15 <br /> — B5-2 15 Dark gray very fine sand - Medium dense, _ <br /> trace silt,no odor <br /> — SP <br /> 20— 20 <br /> Boring drilled to 20 feet <br /> 25— 25 <br /> 30— 30 <br /> 35— —35 <br /> 2005 Navy Drive,Stockton, Ramcon Job 1070-2 PLATE <br /> RAMCON Drawn by: MG LOG OF BORING 8 <br /> Engineering&Environmental Contracting Date: 11-19-99 <br />