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Date: 12-10-14 BORING No. Boring Location — See Site Plan <br /> Logged By. LEE HURVITZ <br /> Drill Start Time: 11:05AMB_ d See Unified Soil Classification System (USCS) <br /> Drill End Time: 12:20PM U T for Legend and information not noted. <br /> Drilling Contractor: V&W DRILLING MW Installed: Y N NX 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 2' <br /> koft P <br /> -0 > > _ > Soil Type (USCS); <br /> o m 11 U)o a3 o v L` o c" v -- — Color; <br /> 15 E Moisture Condition (dry, moist, wet); <br /> (ifa� a� �� as :N `0o N cv d Relative Density — sand & gravel �v. loose, <br /> W- a � II �, o rt �.X� L o cn � � 0 0 0 0 loose, m. dense, dense, v. dense); <br /> 0 0 II o " 0 0 0 0 N ami '� E Consistency — silt & clay (v. soft, soft, <br /> cn (n 0U) m S U) a E in o o � o U w w w w m. stiff, stiff, v. stiff, hard) <br /> NO NO CONCRETE <br /> —tt1 <br /> FILL <br /> 2 <br /> 0.1 BROWN SANDY SILT, MOIST, STIFF <br /> 3 <br /> 00 <br /> 4 <br /> 5 <br /> 6 <br /> 7 <br /> 00 0.1 BROWN SANDY SILT WITH CLAY MOIST, STIFF <br /> s <br /> 9 <br /> ML <br /> 10 <br /> 11 <br /> 00 <br /> 12 <br /> 01 BROWN SILT WITH CLAY & SAND, STIFF, <br /> 13 MOIST <br /> 14 <br /> 00 <br /> 15 <br /> 16 <br /> HURVITZ ENVIRONMENTAL JOB NUMBER: <br /> 105 MORRIS ST, STE IBB BORING LOG B-4 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 240 NORTH HUNTER STREET PLATE: <br /> HURVITZ.ENVIRONMENTAL@a GMAIL.COM STOCKTON, CALIFORNIA D 1 <br /> CA PG# 7573 <br />