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Project: KJAX- Stockton Field Log of Boring B-1 <br /> OLQ LITHOLOGIC DESCRIPTION IJT, Q MONITORING WELL E 3 REMARKS <br /> Q CONSTRUCTION I .2 U <br /> 18 as above,CLAYEY SILT ML <br /> 19 0 19'-SANDY CLAY,brown, dry, hard, CL 19 to 21' 0 0945 <br /> 20 20-25%very fine grained sand 5 B-1-5 <br /> 6 B-1-6 <br /> P1 HNu=0 <br /> 22 <br /> 23 <br /> 24 - <br /> 25 25 to 27' 0 1005 <br /> 26 7 B-1-7 <br /> 0 26'-SILTY SAND, light yellow brown, medium SM HNu=0 <br /> 27 dense, dry, fine grained sand <br /> ® 27'-SILTY SANDY CLAY, light brown,firm to CL <br /> stiff, dry,20%medium grained sand <br /> 28 <br /> 29 CL 29 to 31' 0 1025 <br /> 0 29'-SILTY CLAY, light olive brown, dry, hard, moderate <br /> plasticity HNu=0 <br /> 30 <br /> 8 B-1-8 <br /> 31 <br /> Bottom of boring B-1. <br /> Backfilled with neat cement grout <br /> 32 mixture to surface level. <br /> 33 <br /> 34 <br /> 35 <br /> 36 <br /> 37 <br /> 39 <br /> 389 <br /> Woodward-Clyde Federal Services Page 2 of 2 <br />