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BORING CONSTRUCTION DETAILPID GRAPGHIC DESCRIPTION <br /> (PPMV) <br /> 60 B0 <br /> 0 rf�;� •'�1�'• Ught brown fine SAND(SP) loose saturated no odor <br /> Grout <br /> 61 61 <br /> r•="'-'-•�e,=' Total depth 61 5 feet <br /> 62 62 <br /> I <br /> F 63 63 <br /> w <br /> LU <br /> Lu <br /> v 64 64 <br /> 0 65 65 <br /> z <br /> 0 <br /> 0 66 66 <br /> O <br /> Lu 67 67 <br /> LU <br /> 68 68 <br /> 69 69 <br /> 70 70 <br /> 71 71 <br /> 72 72 <br /> I I Irl k l..l .l l <br /> Inch Radius 0 2 4 6 <br /> Explanation Contacts <br /> Water level during drilling Solid where certain 0 <br /> a^usv <br /> Water level in completed well Dotted where approximate <br /> Boring Log JOB NUMBER <br /> © Location of recovered drsll sample - - Dashed where uncertain <br /> Boring 8 (continued) 93-005 <br /> . Location of sample sealed for •///i Hachured where gradational <br /> chemical analysis Exxon WELL <br /> ® est K Estimated permeability <br /> Sieve sample (hydraulic conductivity) RAS#7-1050 <br /> 1K-primary 2K-secondary 909 West Hammer Lane p <br /> ® Grab Sample Stockton,CA SB-$ <br /> AFi No Recovery <br />