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Date: I0-29-99 ation: Existing Ground Surface BORING B3 <br /> Logged by: Larry Flora Rig type: Mobil B61 Hammer: 140#,30"drop <br /> SAMPLE SOIL DESCRIPTION DETAILS <br /> (Obtained with 2"I.D.Split spoon) <br /> # .a <br /> aEn °o <br /> AG FIELD OBSERVATIONS <br /> O c F U <br /> n <br /> Asphalt/baserock at surface <br /> SP Brown fine sand-Medium dense,trace silt, <br /> slightly moist,no odor,no PID reading* — •No notable reading with <br /> hand-held photoionization <br /> detector(PID) <br /> 5— — 5 <br /> 24 <br /> — Green-brown silty fine sand - Medium dense, — <br /> 10— moist,no odor —10 <br /> 29 <br /> SM <br /> Color grading to dark gray <br /> 15— —15 <br /> — B3-3 28 ______.__ Water level short time after drilling <br /> ----------------- <br /> Z0— Boring drilled to 19 feet 20 <br /> 25— 25 <br /> 30— 30 <br /> 35— —35 <br /> 2005 Navy Drive, Stockton, Ramcon Job 1070-2 PLATE <br /> RA M C O N Drawn by: MG LOG OF BORING 5 <br /> Engineering&Environmental Contracting Date: 11-19-99 <br />