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i <br /> BORING CONSTRUCTION DETAIL GRAPHIC DESCRIPTION <br /> PID LOG <br /> (PPMV) <br /> 36 36 grown SILT with clay(ML) medium stiff dry no odor <br /> 37 37 <br /> Grout <br /> 3$ 38 <br /> 39 39 <br /> LLJ Q 40 40 0 Brown SILT(ML) medium stiff dry no odor <br /> Cr <br /> a 4i 41 <br /> z <br />' Q 42 42 <br /> O <br />' m 43 43 <br /> LLl <br /> 44 44 <br />' 45 45 0 Brown fine sandy SILT(ML) sotVmedrum stiff damp <br /> no odor <br /> 46 46 <br /> 47 47 <br /> 48 <br /> 4$ <br />' <br /> Inch <br /> Radius 0 2 a 6 <br /> Explanation Contacts <br />' V Water level during drilling Solid where certain QLS�Ic��s � IfCN15 ��� <br /> 0 <br /> Water level in completed well Dotted where approximate JOB NUMBER <br /> Boring Log <br /> © Local on of recovered drill sample - - Dashed where uncertain 93-005 <br /> Boring 8 (continued) <br /> . Location of sample sealed tot 'X/A, Hachured where gradational <br /> chemical analysis Exxon WELL <br /> est K Estimated permeability RAS#7-1050 <br /> ® <br /> Sieve sample (hydraulic conductivity) <br /> 1K-primary 2K-secondary 909 West Hammer Lane <br /> ® Grab Sample Stockton, CA SB-8 <br /> AR No Recovery <br />