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Date: 12-10-14 BORING No. Boring Location — See Site Plan <br /> Logged By. LEE HURVITZ <br /> Drill Start Time: 9:20AMB_ See Unified Soil Classification System (USCS) <br /> Drill End Time: 9:50AM U for Legend and information not noted. <br /> Drilling Contractor: V&W DRILLING MW Installed: Y ® NX if no, boring filled with: <br /> Driller's Name: ANGEL Cement® Bentonite: Cement ® Grout ® Chips <br /> Drilling Method: GEOPROBE p <br /> Sampling Method: CONTINOUS Auger Depth, ft: NA Total Depth, ft: 3 <br /> Hammer Weight, lbs. NA Hydropunch Int., ft: NA Temp Screen, ft: NA <br /> Notes: HAND AUGER TO 3' ENCOUNTER CONCRETE, DRILLING REFUSAL <br /> 0 NOI'�I�OfM <br /> o � o ai <br /> =0 0'o N� c a� > _ Soil Type (USCS); <br /> O U cn co L� 0 6 0 in v Color; <br /> 0 cn-P o J v <n v Moisture Condition (dry, moist, wet); <br /> Q) M� w a 3 N o N — �? ° ° Relative Density — sand & gravel kv. loose, <br /> a n II �' o `—' "'X n o cn r 0 0 0 0 loose, m. dense, dense, v. dense); <br /> E a II a o 0 0 0 0 2 E — — N Consistency — silt & clay (v. soft, soft, <br /> cn cn 00 m U) a- cn o o o 0 w w w w m. stiff, stiff, v. stiff, hard) <br /> NO NO CONCRETE <br /> t <br /> FILL WITH BRICKS <br /> 0.0 2 <br /> 3 REFUSAL ® 3', CONCRETE <br /> 4 <br /> 5 <br /> 6 <br /> 7 <br /> 8 <br /> 9 <br /> 10 <br /> 11 <br /> 12 <br /> 13 <br /> 14 <br /> 15 <br /> 16 <br /> HURVITZ ENVIRONMENTAL JOB NUMBER: <br /> 1 05 MORRIS ST, STE 1 SS BORING LOG B-2 3084.01 <br /> D ATE: <br /> SEBASTOPOL, CA 95472 J.F. DONALDSON TIRE 12-18— <br /> PH: 707.824.1 690 <br /> FX: 707.824.2675 242 EAST MINER AVENUE PLATE: <br /> H URVITZ.E NVI R ON ME NTAL@a G MAI L.0 O M STOCKTON, CALIFORNIA <br /> CA PG# 7573 B1 <br />