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Date: 12-10-14 BORING No. Boring Location — See Site Plan <br /> Logged By. LEE HURVITZ <br /> Drill Start Time: 10:OOAMB See Unified Soil Classification System (USCS) <br /> _ <br /> Drill End Time: 10:55AM U for Legend and information not noted. <br /> Drilling Contractor: V&W DRILLING MW Installed: Y® N ® if no, boring filled with: <br /> Driller's Name: ANGEL Cement ® Bentonite: Cement ® Grout ® Chips <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 4.5' <br /> pir <br /> v > c L a� > �_ , Soil Type (USCS); <br /> 0 0 CO (0 a- o (D o in � Color; <br /> cn� E E a o —1 v cn -0 -0 Moisture Condition (dry, moist, wet); <br /> XN o N — 0 �? Relative Density — sand & gravel kv. loose, <br /> L o cn a o 0 0 0 loose, m. dense, dense, v. dense); <br /> E 0 II o 0 0 a 0 w N o •9 •9 •9 •E Consistency - silt & clay (v. soft, soft, <br /> V) (n � vn m S in a E n o o � o 0 w w w w m. stiff, stiff, v. stiff, hard) <br /> NO NO CONCRETE <br /> t <br /> FILL WITH GRAVEL, BRICKS, TILE DEBRIS. ETC <br /> z <br /> ML 3 <br /> 4 <br /> 5 <br /> DARK BROWN CLAYEY SILT, DRY TO MOIST <br /> s <br /> O� 0.3 <br /> ML <br /> 8 <br /> 9 <br /> 10 BROWN SILTY CLAY, CLAYEY SILT, V STIFF, <br /> 0.1 MOIST <br /> 11 <br /> 12 <br /> ML <br /> CL 13 <br /> BROWN SILTY CLAY, CLAYEY SILT, V STIFF, <br /> 14 MOIST <br /> 0.1 <br /> 15 <br /> TT <br /> 16 <br /> 4- <br /> HURVITZ ENVIRONMENTAL JOB NUMBER: <br /> 105 MORRIS ST, STE 188 BORING LOG B-3 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 /> H U RVITZ.E NVI R ON M ENTAL@G MAIL.0 UM STOCKTON, CALIFORNIA 1 <br /> CA PG# 7573 C I <br />