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BORING CONSTRUCTION DETAIL GRAPHIC DESCRIPTION <br /> PID LOG <br /> (PPmy) <br />' 36 36 <br /> Grey mottled brown SAND ISM)with silt stiff damp no <br /> odor <br /> 37 37 <br /> Grout <br /> 38 38 <br /> 00 ro '01 <br /> F 39 39 <br /> LU XLU <br /> rU 40 40 0 10 -- <br /> U <br /> 30 Brown SILT(ML)with sand medium stiff damp no <br /> � odor <br /> `n 41 41 <br /> t7 ' <br /> Z <br /> O <br /> Ir 0 42 42 r <br /> O <br /> 43 43 ' <br /> LU <br /> 44 44 <br /> 45 45 10 Brown fine sandy SILT(ML) medium stiff damp no <br /> odor <br /> 46 46 <br /> 47 47 <br /> I <br /> 48 48 <br /> Inch Radius [} 2 4 8 <br />■ Explanation Contacts <br /> Water level during drilling Solid where certain <br /> Water level in completed well Dotted where approximate <br /> Boring Log JOB NUMBER <br /> © Location of recovered drill sample - - Dashed where uncertain <br /> Boring 9 (continued) 93-005 <br /> . Location of sample sealed for frzti Hachured where gradational <br /> chemical analysis Exxon WELL <br /> est K Estimated permeabilityI RAS#7-1050® Sieve sample (hydraulic conductivity) <br /> tK-primary 2K.secondary 909 West Hammer Lane <br /> ® <br /> Grab Sample Stockton, CA S 6-� <br /> NR No Recovery <br /> I <br />