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to N <br /> J J <br /> OVM DEPTH GRAPHIC USCS LITHOLOGIC DESCRIPTION <br /> a <br /> PPM (FT) LOG LOG a a <br /> io 3I <br /> SM/ Clayey Silty Sand, light tan—brown; sand fine to <br /> medium qtz, feldspar and� mica; black stains,SC 6" layer of black fibrous charcoal, no odor. I <br /> 0.0 5 <br /> CH Silty Sandy Clay, mottled brown, gray, and <br /> 0.0 10 I I black; high plastic., some road gravel. <br /> CH Silty Clay, gray, high plastic. <br /> 15 — <br /> j Silty Clay, tan—brown, high plastic. <br /> I <br /> Silty Clay, ton—brown, <br /> n— rown medium plastic.; some I I <br /> 0.0 20 1 I• CH pebble—gravel to 3mm, rea—brown. —� <br /> j ( clay moist <br /> 2 5 <br /> CH Sandy Clay with some gravel, ton—brown, high <br /> ' --1 I I• plastic., sand fine, gravel to 4mm, red—brown. <br /> j 0.0 30-1•� 7 j <br /> I • I I' j <br /> 35 total depth 35' <br /> 40 i <br /> LEGEND NOTES: <br /> Split Spoon Sample <br /> 1. Boring Sealed with Cement Grout <br /> Containing 3% Bentonite <br /> 1 Static Water Level <br /> Water Sample <br /> 'JStk,`, <br /> a. <br /> � SOIL BORING 83 <br /> Luhdorff & Scalmanicu City of Stockton <br /> Consulting Engineers Banner Island Site august <br />