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F <br /> aah <br /> ETEXPLORATORY BORING LOG <br /> Project Name' Quik Stop Market NO. 132 Boring No. MW-1R <br /> 3555 West Hammer Lane Date Drilled: 412191 <br /> EXCETECH Stockton,Califomia <br /> d, Logged BY: RAG <br /> -- Project Number: 3-49132-31 <br /> oA <br /> SOIL DESCRIPTION � <br /> t oa <br /> Asphalt 3",Bascrock 5" <br /> - l CL SANDY CLAY to CLAYEY SANDS,yellowish brown(IOYR 514),localized <br /> SC corcentrations of sand and clay,fine to medium grained sand,very stiff to <br /> 2 medium dense,moist <br /> 3 <br /> 4 <br /> 0 <br /> 5 WN-IR-1 ' 3 <br /> 6 <br /> 8 <br /> 9 <br /> 10MW-1R-2 27 Locally increasing clay 3 <br /> 11 IYSW <br /> SiLTY SAND to SAND,grayish brown(10YR 5/2),locally Slit up to 40%. <br /> fineto medium grained sand,medium dense,moist <br /> t2- <br /> 13- <br /> -- ------------------------------ <br /> 14 <br /> ----�- <br /> 14 S CLAYEY SAND to SILTY SAND,grown to dark brown(10YR 4/3),60%to <br /> 80%fine to medium grained sand,localized concentrations of clay and clean 0 <br /> SM moist Depth to groundwater 4/8191,14.41 feet <br /> 15 MW-1R-3 24 sand,medium dense, (Shallow aquifer) <br /> lb Groundwater encountered-17 ft <br /> Moisture increasing to saturated (perched aquifer) <br /> 17 <br /> 18 <br /> 19 CL SILTY CLAY,grayish brown(10YR 5 2),moderate plasticity,very stiff, <br /> 2 <br /> moist <br /> 0 26 <br /> 21 <br /> Page l of 2 i <br /> REVIyWED BIC R.GJC.E.G. <br />