Laserfiche WebLink
EXPLORATORY BORING LOG , Mw-5 <br /> Quik Stop Market No.132Boring No <br /> Prosect Name: 3555 West Hammer Lane Date Drilled. 412J91 <br /> Stockton,California d B RAG <br /> U(CELTECN <br /> w L°gg` y <br /> Project Nmrsber: 39132-31 <br /> v Z t% U <br /> y ` SOIL DESCRI TfON w <br /> g <br /> Asphalt 3",Baserock 5" 10YR 514),localized <br /> 1 CSANDY CLAY to CLA`[EY SANDS,),rllowish brown( Ye stiff to <br /> LXC concentrations of sand and day,tine to medium grained sand. rY <br /> 2 m,Aium dense,roofs! <br /> 3 <br /> 4 0 <br /> 5 � <br /> 6 MW-5-1 2; <br /> 7 <br /> 8 <br /> 9 <br /> 10 Locally increasing clay 0 <br /> 11 lutW 5-2 26 SM e SILTY SAND <br /> to SAND,grayish brown(IOYR 512),Daily silt up to 440, <br /> q�r,r fine to medium grained sand,localized concentrations of clay and clear sand, <br /> _. <br /> 12 medium dense,moist <br /> 13 ----------------- +10YR413},60Cato <br /> s���// brown to dark brown( <br /> i4 OSM CLAYEY SAND to SIL local concentrations of clay and clean <br /> 8()%fine to medium gran Depth to groundwater 418N1,14.20 feet 0 <br /> 15 sand,medium dense,moist (Perched aquifer) <br /> i6 MW-5-3 <br /> 25 Groundwater encounter—17 ft <br /> Moisture increasing to saturated (perched aquifer) <br /> 17 <br /> plasticity <br /> ,very stiff, <br /> 24 SILTY CLAY,grayish brown(10YR 5R).moderate p y <br /> 19 <br /> moist lg feet <br /> 20 Bottom of boring= <br /> 21 Page 1 of 1 <br /> REVIEWED BY R.GJC.E.G. <br />