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i <br /> ETEXPLORATORY BORING LOG Page 2of3 <br /> PROJECT NAME: Quik Stop#120 BORING NO. MW-I <br /> 9321 North Thornton Road <br /> Stockton,CA DATE DRILLED: 6/28190 <br /> m EXCELTECH PROJECT NUMBER: 349120.31 <br /> LOGGED BY: J.M. <br /> p 0 <br /> w $ �Q z <br /> a u SOIL DESCRIPTIONw a <br /> a: a <br /> to o Za ¢ y <br /> m �Q b <br /> 22 S M SILTY SAND-as above <br /> ♦ <br /> 23 <br /> 24 ♦ ---------------------------- ---------- <br /> 25 <br /> _. C L SANDY CLAY-light olive brown(2.5Y 514),clay a 80%;sand b 20%, <br /> 26 sand very fine;high plasticity,iron stain,some burrow holes,hard, <br /> - MW-1-25 55 damp <br /> 27 <br /> 28 <br /> 29 <br /> 30 <br /> 31 MW-1-30 57 <br /> 32 <br /> ♦ <br /> 33 `♦ <br /> ♦ <br /> 34 ---------------------------------------- <br /> SW SAND-light yellowish brown(2.5Y 6/4),very fine to coarse, <br /> 35 subrounded to angular,well graded,no binder,very dAnsz,damp <br /> 36 MW-1-35 55 <br /> 37 <br /> as <br /> 38 <br /> 39 ` <br /> 40 ------- -------- <br /> ------------------------ <br /> r 41 <br /> MW-1-00 40 CL SANDY CLAY-grayish brown(2.5Y 5/2),clay-90%;sand- 10%, <br /> 42 subrounded to angular,fine grained;moderate plasticity,hard,mofst <br /> REVIEWED BY R.G./C.E.G. <br />