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Project: KJAX - Stockton Field Log of Boring B-6 <br /> ° m LITHOLOGIC DESCRIPTION U,,,o,OG MONITORING WELL 3 <br /> � CONSTRUCTION In m REMARKS <br /> 18 as above,CLAYEY SILT ML 17 to 19' d 0912 <br /> V <br /> HNu=0 <br /> 19 q <br /> B-6-4 <br /> 20 <br /> 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 /> V <br /> 23 <br /> 24 24 to 26' @ 0940 <br /> e 24'-CLAYEY SILTY SAND, brown, moist, medium dense, SM <br /> 25 15%clay,very fine grained to fine grained sand <br /> HNu=0 <br /> v <br /> 26 6 B-6-6 <br /> Bottom of boring B-6 <br /> ,r Backfill with neat cement <br /> 27 grout mixture to surface level. <br /> 28 <br /> V <br /> 29 <br /> V <br /> 30 <br /> �.. 31 <br /> 32 <br /> V <br /> 33435 33 - <br /> 34 - <br /> 35 <br /> V <br /> 36 <br /> V <br /> 37 <br /> 38 <br /> 39 <br /> Woodward-Clyde Federal Services Page 2 of 2 <br />