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PID <br /> (rte GRAPHIC LOG DESCRIPTION <br /> 26 Ls#3 ,`r 26 Light brown,clayey well graded sand,(SC) <br /> Sand x} k s <br /> moist,low plasticity Abundant blollfe,gte&llthics <br /> 2"sch ao <br /> slotted 6 <br /> PVC section r <br /> .1 <br /> 2$ 28 <br /> -* <br /> 30 ^ry 30 26 Sample 133-6-30 5'-310' --- r <br /> LU <br /> Grey clayey well-graded medium sand(SW), <br /> (LU50 <br /> j wet(vadose zone) <br /> LL yr No recovery first attempt <br /> Irn <br /> D <br /> U) <br /> cn <br /> a <br /> z 32 32 <br /> c <br /> O <br /> W <br /> � 34 34 <br /> n- } <br /> u� <br /> 1z5192 ........................................ <br /> 9 Sample 133-7-35 0'-35 5' <br /> Grey green,sandy clay(CL) <br /> 20 moist-saturated fractures,low plasticity <br />' 36 36 hydrocarbon odor <br /> 1 <br /> 38 38 <br /> End Cap <br /> 40 H 40 blows <br />' 2" <br /> s" Continues <br /> EXPLANATION Boring Log and Well Completion Details MONITOR <br /> Contacts MW-6 (Boring B-3) WELL <br /> = Water level during drilling Solid where certain <br /> SZ Water level in completed well Dotted where approxunate <br /> Location of recovered — Dashed where uncertain <br /> dnU sample - - Nomelliru Construcbon Company, Inc <br /> ■ Location of sample sealed "Z##ZZ" Hachured where gradattonal 1045 W Charter Way 6 <br /> for chemical analysis es]K Estmuted permeability Stockton,California <br /> ® Sieve sample (hydraulic conductivity) <br /> 1K—primary 2K—secondary <br /> ® Grab sample NR No recovery ARTESIAN ENVIRONMENTAL CONSULTANTS <br /> ]OO SHORELINE HIGHWAY N295H MILL.VALLEY CALIFORNIA 94941 (415)381.6456 040-01-01 <br />