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NOR-' <br /> Mg <br /> 00 <br /> ro <br /> WEISS ASSOCMTES PM <br /> Boring I UTHOLOGY DESCRIPTION <br /> 0 0 -- <br /> Silty CLAY(CL).dark gray-bro",stiff,dry <br /> z==== to damp.10-30%sift.5-10%Marded <br /> Grout pebbles to 314*,plant roots,low estimated <br /> permeability <br /> gray-brown,no roots at 5,5 feet <br /> ----------------------- <br /> LIJ <br /> Uj jo <br /> Clayey SILT(M&),gray-brown with orange. <br /> sttf,moist to wet.20-30%day,5-10%very <br /> 10 fine grain sand.iron oxide etaining.low <br /> 10 <br /> LU estimated permeability <br /> -—---- ----------- ------------ <br /> LL. Sandy CLAY(CL),gray-brown,medium stiff, <br /> cc <br /> D w0t,20.30%fine,10 coarse grain sand,low <br /> V) estimated permeakility <br /> ----------------------- <br /> 15 15 =z== <br /> CLAY(CL).gray.medium stili,wet,low <br /> BApr 87 V estimated pormeabi!4 <br /> z <br /> 0 <br /> a: <br /> lJ• 2 <br /> 20 0 <br /> 0 8 112' <br /> vj <br /> Ui <br /> Water level(date) EXP NAIMI a Location Of split tube ddVe 3&MPtC <br /> Contact(dashecl where approximate) s Locallon of split tube&ve <br /> GradationalCiorital-t 30Mp1einbrW3tUbe <br /> Plug 3 wnple <br /> Boring Log- B-1 Safeway Stockton 44-245 <br />