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IBORING CONSTRUCTION DETAIL coo GRAPHIC DESCRIPT€ON <br /> (Ppmv) _ <br /> 24 24 3- :_ a grown silty fine SAND(SM) medium dense moist no <br /> odor <br /> j� M <br /> 25 26 ' <br /> 0 Dark brown SILT(ML)with fine sand medium dense <br /> damp no odor <br /> 26 Grout 26 <br /> 27 27 <br /> LU <br /> v 2$ 28 <br /> rn 29 29 <br /> 0 <br /> 0 30 30 <br /> 0 Dark brown fine sandy SILT(ML) self moist no odor <br /> O <br /> m 31 31 <br /> u� <br /> � 32 32 <br /> r <br /> 33 33 <br /> 34 34 <br /> 35 35 4 Grey SILT(ML) stiff dry no odor <br /> L' 36 36 <br /> Inch Radius 0 2 4 6 <br /> I <br /> Explanation contacts <br />' = water level during drilling Solid where certain 0 "MW 0MVEMMM'LQ(t��. <br /> water level in completed well Dotted where aptommmate <br /> Boring Log JOB' NUMBER Location of recovered drift sample Dashed where uncertain 93-005 <br /> Boring 7 Q (continued) <br /> • . Location of sample sealed for ezzze Hachured where gradational <br /> cnemial analysis Exxon WELLestK Estimated permeabdrty' RAS#7-1050® Sieve sample (hydraulic conductivity) <br /> 1K—pnmary 2K.secondary 909 West Hammer Lane S�+c B(�'1 <br /> ® Grab Sample Stockton,CA <br /> NR No Recovety <br />