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IBORING CONSTRUCTION DETAIL. �n GRAPHIC DESCRIPTION <br /> (RPmy) <br /> LM <br /> 36 3B Brown SILT Meth clay(ML) medium stiff dry no odor <br /> 37 37 <br /> Grout <br /> 38 38 <br /> w 39 39 <br /> I � <br /> Q4Q 44 0 Brown SILT(ML) medium stiff dry no oder <br /> '0 41 41 <br /> 0 <br /> z <br /> 42 <br /> 42 <br /> 0 <br /> m 43 43 <br /> CL <br /> LU <br /> a 44 44 <br /> 45 45 Brown fine sandy SILT(ML) sotVmedium stiff damp <br /> no odor <br /> 46 46 <br /> 47 47 <br /> 48 48 <br /> Inch Radius 0 2 4 6 <br /> Explanation Contacts <br /> Water level during drilling Solid where certain 0 WLSW l5uety ulwtvuvlitm95u�iur wsy Q�� <br /> water level in completed well Dotted where approximate JOB NUMBER <br /> Boring Log <br />' Location of recovered droll sample — Dashed where uncertain 93-605 <br /> Sonng 8 (continued) <br /> ■ t.ocatron of sample sealed for xl11e Hachured where gradational <br /> chemical analysis Exxon <br /> eat Estimated permeability' RAS#7-1050 Sieve sample (hydraulic conductNrry) <br /> IK-primary 2K_secondary 909 West Hammer Lane <br /> ® <br /> Grab Sample Stocklon, CA �'�'Q <br /> `+ <br /> NR No Recovery <br />