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PID GRAPHIC LOG DESCRIPTION <br /> (PPnM <br /> 26 5%Bentonite <br /> Cement Light brown,medium sandy,clayey silt(ML), <br /> Grout moist,low plasticity No odor <br /> 28 28 <br /> Bentonite <br /> Seal <br /> 30 2•sc+140 30 zs <br /> slotted t 4 Sample B2-6-30 5'-31 0' <br /> PVC section Grey-green,clayey silt(ML),no odor, <br /> U 30 <br /> LSn low plasticity,dry <br /> sand 1z <br /> 1Y {- nt <br /> ,y 4 <br /> D y <br /> � I <br /> z 32 f 32 <br /> 0 <br /> 0 n ` <br /> Uj c <br /> = 34 34 <br /> LLI <br /> a Sz 4 30-92 <br /> 1545 <br /> - y Sample B2-7-35 0-35 5' <br /> Dark brown,organics-stringers of green clay <br /> 4 saturated-vadose zone(PT) <br /> 36 36 <br /> 38 38 <br /> 40 H 40 blows <br /> 2" <br /> g� Continues <br /> EXPLANATION Boring Log and Well Completion Details MO�7NITOR <br /> t water level during drilling contacts MW-5 (Boring R-2) WELL <br /> EL�. <br /> Solid where certain <br /> Water level in mrnpleted well <br /> Dotted where approximate <br /> drill Location of recovered <br /> - - - Dashed where uncertain <br /> drill'ampleNomelUni Construction Company, Inc <br /> . Location of sample staled �ZZZZIV Ftachured where gradational 1045 W Charter Way 5 <br /> for chemical analysis est K <br /> Estrmrated permixabillty Stockton,Callforrua <br /> ® Sieve sample (hydrauhceonducnvrty) <br /> I K-primary 2K.semndary <br /> ® Grab sample NR No recovery ARTESIAN ENVIRONMENTAL CONSULTANTS f1 t1 I1 <br /> IM SHORELINE H]GHwAY 9295D MILL VAIJFY CAL FOIWIA 94941 (415)381-6454 040-01-01 <br />