Laserfiche WebLink
LOG OF TEST PIT NO. TP-103 FIGURE A-4 <br /> PROJECT NAME:Northshore Christian Church,Building F_ PROJ. NO: T-5922-6 LOGGED BY:KPR <br /> LOCATION:Everett,,Washington SURFACE CONDITIONS: Gravel APPROX. ELEV:426 Feet <br /> DATE LOGGED:November 11,2016 , DEPTH TO GROUNDWATER: N/A DEPTH TO CAVING:NIA. <br /> 0 <br /> Consistency/ <br /> _c Description Relative Density Remarks <br /> E <br /> ID CO <br /> rn <br /> 0 <br /> (2 inches GRAVEL SURFACE COURSE) <br /> 5.2 <br /> Dense <br /> FILL:Gray-brown sand with some gravel, medium to coarse sand,moist. (SP) <br /> FILL: Brown-gray silty sand with few gravels,fine to medium sand,trace cobbles,trace <br /> organics,dense to 4.5 feet becoming medium dense,moist. (SM) <br /> 10.8 <br /> 5- <br /> Medium Dense <br /> 11.8 <br /> Brown silty SAND with few gravels, medium to coarse sand,moist. <br /> (SM) (Advance outwash) <br /> 10— <br /> - Dense <br /> 9.7 <br /> Test pit terminated at 13 feet. <br /> No groundwater seepage observed. <br /> No caving. <br /> 15 <br /> Terra <br /> NOTE:This subsurface information pertains only to this test pit location and should not beR .•. Associates Inc <br /> interpreted as being indicative of other locations at the site. "" µW Consultants in:Geotechnical engineering <br /> Geology and <br /> Environmental Earth Sciences <br />