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Date: 12-10-14 BORING No. Boring Location — See Site Plan <br /> Logged By. LEE HURVITZ <br /> Drill Start Time: 8:30AMB_ See Unified Soil Classification System (USCS) <br /> Drill End Time: 9:20AM B for Legend and information not noted. <br /> Drilling Contractor: V&W DRILLING MW Installed: Y N N N if no, boring filled with: <br /> Driller's Name: ANGEL Cement N Bentonite: Cement N Grout N Chips N <br /> Drilling Method: GEOPROBE <br /> Sampling Method: CONTINOUS Auger Depth, ft: NA Total Depth, ft: 20 <br /> Hammer Weight, lbs. NA Hydropunch Int., ft: NA Temp Screen, ft: NA <br /> Notes: HAND AUGER 5' <br /> c <br /> o a Ckwo Oft P <br /> c °' o a� <br /> o > a c ` c > Soil Type (USCS); <br /> c o N ° v o Color; <br /> c0i C6 CO ami 0 E E- 0 - �` - C2 In c) Moisture Condition (dry, moist, wet); <br /> _� �N a N 0`o cn 0 0 Relative Density - sand & gravel �v. loose, <br /> a a o II m o ��- "'X= o cn � a o 0 0 0 loose, m. dense, dense, v. dense); <br /> 0 0 II o o " 0 0 0 o N N 0 E E E > Consistency - silt & clay (v. soft, soft, <br /> cn cn OU) m � in a E in o o � o CD w w w w m. stiff, stiff, v. stiff, hard) <br /> NO NO I CONCRETE <br /> t <br /> BRICK FRAGMENTS <br /> 2 <br /> O� 0.1 LIGHT GREYISH BROWN SILT WITH CLAY & <br /> ML 3 BRICK FRAGMENTS, MOIST <br /> 4 <br /> 5 <br /> O� 0.1 <br /> 6 <br /> LIGHT BROWN SILT WITH CLAY, MOIST <br /> 7 <br /> ML <br /> a <br /> 9 LIGHT BROWN SILT WITH CLAY & SOME FINE <br /> 0.1 SAND, MOIST, STIFF <br /> to <br /> tt <br /> 12 <br /> t3 BROWN SILT WITH CLAY & SAND, STIFF, <br /> 0.1 ML MOIST <br /> 14 <br /> 15 <br /> 16 <br /> HURVITZ ENVIRONMENTAL JOB NUMBER: <br /> 1 05 MORRIS ST, STE 18B BORING LOG B-1 3084.01 <br /> DATE: <br /> SEBASTOPOL, CA 95472 J.F. DONALDSON TIRE 12-18-14 <br /> PH: 707.824.1 690 <br /> FX: 707.824.2675 242 EAST MINER AVENUE PLATE: <br /> HURVITZ.ENVIRONMENTAL@GGMAIL.COM GSTOCKTON, CALIFORNIA Al <br /> CA P # 7573 <br />