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BORING CONSTRUCTION DETAIL GRAPHIC DESCRIPTION <br /> PID LEG <br /> (ppmv) <br /> 12 12 Dark grey SILT(ML)with fine sand medium stiff <br /> damp no odor <br /> 13 13 <br /> 14 Grout 14 <br /> 15 16 <br /> 0 Brown CLAY(CL)with silt stiff damp no odor <br /> W <br /> W 16 16 <br /> LD <br /> 17 17 <br /> z <br /> O <br /> Er <br /> 18 18 <br /> 0 <br />' m 19 19 <br /> n <br /> W <br /> 0 20 20 �. <br /> 0 Brown SILT(ML)with clay medium stiff damp,no <br /> 0 00 odor <br />' 21 2100 <br /> 011 0 <br /> 22 22 <br /> 00 <br /> 23 23 <br /> 1 <br /> 24 24 110-1 <br />' Inch Radius 0 2 a 6 <br /> Explanation Contacts <br />' = Water level during drilling Solid where certain <br /> Water level in completed well Dotted where approximate <br /> Baring Log JOB NUMBER <br /> © Location of recovered drill sample - - Dashed where uncertain 93-005 <br /> Baring 8 (continued) <br /> Location Df sample sealed for l/le/i Hachured where gradational <br /> chemical analysis Exxon WELL <br />' est K Estimated permeability RAS#7-1050 <br /> ® &eve sample (hydraulic conductivity) <br /> 1K-primary 2K-secondary 909 West Hammer Lane SB-8 <br /> ® Grab Sample Stockton,CA SB <br /> NFI No Recovery <br />