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I <br /> Project: KJAX - Stockton Field Log of Boring B-6 <br /> LITHOLOGIC DESCRIPTION q a MONITORING WELL E 3 ` REMARKS <br /> v CONSTRUCTION (n m V <br /> 18 as above, CLAYEY SILT ML 17 to 19' 0 0912 <br /> HNu=0 <br /> 19 4 B-6-4 <br /> 20 20 to 22' @ 0925 <br /> 20.5'-CLAYEY SILT with gravel, light brown, moist, ML <br /> 21 stiff, 30%clay, 5%subrounded gravels 1 cm x HNu=0 <br /> 1 cm x 0.5 cm in size <br /> 22 5 B-6-5 <br /> 23 <br /> 24 24 to 26' @ 0940 <br /> 0 24'-CLAYEY SILTY SAND, brown, moist, medium dense, SM <br /> 15%clay,very fine grained to fine grained sand <br /> 25 HNu=0 <br /> 26 6 B-6-6 <br /> Bottom of boring B-6 <br /> Backfill with neat cement <br /> 27 grout mixture to surface level. <br /> 28 <br /> 29 <br /> 30 <br /> 31 <br /> 32 <br /> 33435 33 - <br /> 34 - <br /> 35 <br /> 36 <br /> 37 <br /> 38 <br /> 39 <br /> Woodward-Clyde Federal Services Page 2 of 2 <br />