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Project: KJAX- Stockton Fieid Log of Boring B-1 <br /> r � <br /> LITHOLOGIC DESCRIPTION UT�LOGN MONITORING WELL3 ; REMARKS <br /> CONSTRUCTION W O <br /> (p m U <br /> 18 as above, CLAYEY SILT ML <br /> V <br /> 19 <br /> 19'-SANDY CLAY, brown, dry, hard, CL 19 to 21' 0945 <br /> 20-25%very fine grained sand <br /> 20 5 B-1-5 <br /> 6 B-1-6 <br /> 21 HNu=0 <br /> V <br /> 22 <br /> 23 <br /> 24 <br /> V <br /> 25 <br /> 25 to 27' @ 1005 <br /> 26 7 B-1-7 <br /> 0 26'-SILTY SAND, light yellow brown, medium SM <br /> dense,dry,fine grained sand HNu=0 <br /> 27 <br /> 27'-SILTY SANDY CLAY, light brown,firm to CL <br /> 28 stiff,dry,20%medium grained sand <br /> V <br /> 29 <br /> 29'-SILTY CLAY, light olive brown, dry, hard, moderate CL 29 to 31' @ 1025 <br /> �- plasticity <br /> 30 HNu=0 <br /> 8 B-1-8 <br /> �.. 31 <br /> Bottom of boring B-1. <br /> 32 Backfilled with neat cement grout <br /> mixture to surface level. <br /> V <br /> 33 <br /> V 34 <br /> 35 <br /> 36 <br /> 37 <br /> 38 <br /> 39 <br /> v <br /> Woodward-Clyde Federal Services Page 2 of 2 <br /> V <br />