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Date: 12-10-14 BORING No. Boring Location — See Site Plan <br /> Logged By. LEE HURVITZ <br /> Drill Start Time: 12:45PMB_ See Unified Soil Classification System (USCS) <br /> Drill End Time: 1:45PM U 5 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' <br /> 0 o ag�M <br /> C3 ° N se <br /> La 0 �E c � - C a o c - o Soil Type (USCS); <br /> v0 U) Color; <br /> U) 0 0 E E- -0 — �` Ln Cn U Moisture Condition (dry, moist, wet); <br /> a N o to -0 C W W Relative Density — sand & gravel �v. loose, <br /> L a I �, o - o s 0 0 0 0 loose, m. dense, dense, v. dense); <br /> 0 0 II o ,- 0 0 0 0 �° N C) ami o - -� — Consistency — silt & clay (v. soft, soft, <br /> cn C0 00 m in E m 0 0 0 o 0 w w w w m. stiff, stiff, v. stiff, hard) <br /> NO NO <br /> 1 <br /> 2 <br /> 3 <br /> 4 <br /> 5 <br /> 00 0.0 DARK BROWN CLAYEY SILT, STIFF, DRY TO <br /> 6 MOIST <br /> ML 6 <br /> s BROWN SILT WITH CLAY, MOIST, STIFF <br /> 00 <br /> 10 <br /> 0.0 <br /> 11 <br /> 12 <br /> 13 <br /> 00 0.0 BROWN SILT WITH CLAY, MOIST TO WET, STIFF <br /> 14 <br /> 15 <br /> 16 <br /> HURVITZ ENVIRONMENTAL JOB NUMBER: <br /> 1❑5 MORRIS ST, STE 1 SS BORING LOG B-5 3084.01 <br /> DATE: <br /> SEBASTOPOL, CA 95472 J.F. DONALDSON TIRE 12-18— <br /> PH: 707.824.1 690 <br /> FX: 707.824.2675 240 NORTH HUNTER STREET PLATE: <br /> HaRVITZ.ENVIRONMENTAL@a GMAIL.COM STOCKTON, CALIFORNIA E1 <br /> CA PG3 <br /> # 757 <br />