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} <br /> I <br /> BORING CONSTRUCTION DETAIL GRAPHIC DESCRIPTION <br /> Pio LOC <br /> (Ppi rmv) <br /> 24 24 Brown SILT(ML)with clay medium stiff damp no <br /> odor <br /> 25 25 —� <br /> 0 Dark brown SILT(ML) medium stiff damp no odor <br /> Grout <br /> 26 26 <br /> 27 27 <br /> w <br /> w <br /> UJ 28 28 <br /> Z) <br /> 0 <br /> 29 29 <br /> z <br /> 0 30 30 <br /> 0 Dark brown silty CLAY(CL) medium stiff dry,no odor <br /> O <br />' m 31 31 <br /> LU <br /> 32 32 <br /> 33 33 <br /> 34 34 <br /> 35 35 <br /> 0 Brown SILT with clay(ML),medium stiff dry no odor <br /> 36 36 <br /> l e l Radius <br /> s 0 <br /> Inch Radius 0 2 4 6 <br /> Explanation Contacts <br /> Water level during drrilrng Solid where certain 0 <br /> G�vS (f lUtw✓u��L5 ��� <br /> Water level in completed well Doned where approximate <br /> Boring Log J08 NUMBER <br /> Location of recovered drill sample Dashed whe•e uncertain 3-005 <br /> 9 <br /> Boring 8 (continued) ..]] V J <br /> . Lccahon of sample sealed for 'Vzzz Hachured where gradational <br /> chemical analyss Exxon WELL <br /> K Estimated permeability RAS#7-t 050 <br /> ® Sieve sample (hydraulic conductivity) <br /> 1K-primary 2K-secondary 909 West Hammer Lane c Q <br /> ® Grab Sample Stockton,CA SB-8 <br /> NR No Recovery <br />