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1 <br /> BORING CONSTRUCTION DETAIL PID GRAPHIC DESCRIPTION <br /> (PPmv) <br /> 12 12 ? ;.�a f Brown fine SAND(SM) medium dense damp no odor <br /> ��.-4�••j1 r1:N <br /> 13 13 _ _ _• <br /> Grout i; 4�,,;. •��, <br /> 14 14 = _ <br /> .,fir•- <br /> 15 15 <br /> W <br /> W Brawn D CLAY(CL)with silt medium stiff damp no odor <br /> W <br /> � 16 16 <br /> 17 17 <br /> z <br /> C7 18 18 <br /> 0 <br /> J <br /> W 19 19 <br /> CILW <br /> 20 20 �-- <br /> Brown silty fine SAND(SM) medium dense moist no <br /> odor <br /> 21 21 <br /> 22 22 <br /> 1 1 <br /> 23 23 <br /> 24 24 - <br /> I � I � It � i � i � i � <br /> Inch Radius D 2 4 fi <br /> Explanation Contacts <br /> Water level during dnihng Solid where certain 0 <br /> I '�7 Water level in completed well Dotted where approximate <br /> Boring Log JOB NUMBER <br /> © Location at recovered drill sample — — Dashed where uncertain <br /> Boring 10 (continued) 93-005 <br /> - Location of sample sealed for •Z/V/ Hachured where gradational <br /> chemical analysts WELL <br /> est K Estimated permeability Exxon <br /> I ® Sieve sample (hydraulic conductivity) RAS#7-1050 <br /> IK-primary 2K-secondary 909 West Hammer Lane <br /> ® <br /> Grab Sample Stockton,CA SB-1 0 <br /> �N No Recovery <br />