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i <br /> BORING CONSTRUCTION DETAIL1210GRAPGHIC DESCRIPTION <br /> ipPmvl <br /> 36 36 ....;.... Gray mottled brown SAND(SMI)with silt sae damp no <br /> odor <br /> 37 37 <br /> Grout <br /> 38 38 <br /> F <br /> 39 39 <br /> LU <br /> LU 0 <br /> 11- IN <br /> Q40 40 30 Brown SILT(MIL)with sand medium stiff damp no <br /> LL odor <br /> � 41 <br /> 41 <br /> a <br /> I o <br /> � 42 42 <br /> 0 <br /> m 43 43 <br /> Lu <br /> Ile � 44 44 <br /> 45 45 tp Brown rine sandy SILT(ML) medium stiff damp no <br /> odor <br /> 46 46 P. <br /> 47 47 <br /> 48 48 <br /> I lilili � il :_L�� <br /> Inch Ftadlus 0 2 4 6 <br /> I <br /> Explan at Ion coritacm <br /> IWater avei inuring drilling Solid where certain 0 ARM[EwVM MMA4 UNQ <br /> Water leve[m completed well Dolled where approxitnate <br /> Soong Log JOB NUMBER <br /> I Location ci recovered dnll sample — — Dashed where uncertain 93_0055 <br /> Boring 9 (continued) <br /> ■ Location er sample sealed for 0///i Hachured where gradational <br /> c-iemcal analysis Ekon WELL <br /> I estK Estimated permeability Exxon <br /> #7-1050 <br /> ® Sieve sarroie (hydraulic conductrvny) <br /> 1K.prirnary 2K.secondary 909 West Hammer sane Sp-9 <br /> ® Grab Samoie Stockton,CA SO <br /> NR No Recovery <br /> I <br />