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BORING CONSTRUCTION DETAIL alfa G AP IC DESCRIPTION <br />' (ppmv) <br /> 0 0 <br /> I 1 1 <br /> Grout <br /> � 3 3 <br /> 111 <br /> LU 4 4 <br /> � Dark brown fine sandy 51LF(ML) medium soft damp <br /> Z) no odor <br /> I 5 5 <br /> CI <br /> � o <br /> Z <br /> O <br /> Cr_ 6 6 <br /> O <br /> m 7 7 <br /> LU <br /> g 8 <br /> 9 9 <br /> Dark grey SILT(ML)with fine sand medium stiff <br /> 4 1 damp no odor <br /> 0 � <br /> 11 11 <br /> I12 12 <br /> Inch Radius 0 2 4 6 <br /> Logged by C Robertson Drilling Company Woodward Drilling Baoldill Time 13 00 hrs. <br /> Project Mgr P Graft Dnlfmg Method Hollow Stem Auger Type of Sampler Split Spoon <br /> Date Drilled June 3 1993 Driller E Forsstrorn TD(Total Depth) 616 <br /> Explanation contacts <br /> Water level during driving Solid where certaun 0 Am=(ENV °�O�MM4 ONQ <br /> Water level in completed well Dotted where approximate <br /> Boring Log J08 NUMBER <br /> © Location of recover-d drill sample Dashed where uncertain <br /> Boring 8 93-005 <br /> . ■ Location of sample sealed for oVZ" htachured where gradational WELL <br /> chemical anaiysis Exxon <br /> est x Estimated PermeabilityRA5#7-1 q5Q <br /> ® Sieve sample (hydraulic conductivity) <br /> 1K.pnmary 2K-secondary 909 West Hammer Lane <br /> ® Grab Sample Stockton, CA SB-8 <br /> W No Recovery <br />