Laserfiche WebLink
f i <br /> LOG OF TEST PIT NO. TP-3 FIGURE <br /> PROJECT NAME: Northshore Christian Church&Academy PROJ.NO: T-5922-5 LOGGED BY: JMC <br /> LOCATION: Everett.Washington SURFACE CONDS: Crushed Rock APPROX.ELEV: <br /> DATE LOGGED: November 19.2010 DEPTH TO GROUNDWATER: 10.5 Feet DEPTH TO CAVING: 0 to 4.5 Feet <br /> O <br /> Z <br /> x DESCRIPTION CONSISTENCY/ e- <br /> 2 ow REMARKS <br /> a11. RELATIVE DENSITY f. <br /> w <br /> CI < <br /> U <br /> U <br /> O <br /> a. <br /> 1— <br /> FILL:brown silty sand with gravel,fine grained sand,wet. Loose <br /> 2— 1 (SM) 11.6 <br /> 3- <br /> FILL:gray silty sand with gravel,fine grained sand,wet. Loose <br /> 4 (SM) 13.6 <br /> 2 <br /> 5 ..: <br /> g 9.0 <br /> 6 - <br /> Reddish-brown silty SAND with scattered gravel,pockets Dense <br /> 7- of SAND,fine grained sand,moist. (SM) (Weathered till) <br /> 8- <br /> 9— <br /> 10, <br /> Grayish-brown SAND with silt,scattered gravel,fine to <br /> 11- medium graned sand,wet. (SP-SM) (Outwash) Dense <br /> 12— 4 15.6 <br /> 13- <br /> 14— <br /> 3-14— <br /> 15 <br /> 5 14.9 <br /> Terminated at 15 feet. <br /> 16— Groundwater seepage observed at 10.5 feet. <br /> Moderate sidewall caving observed from 0 to 4.5 feet. <br /> 17— <br /> 18 <br /> 19— <br /> 20- <br /> Terra <br /> NOTE: This subsurface information pertains only to this test pit location and should Associates, Inc. <br /> not be interpreted as being indicative of other locations at the site. Consultants in Geotechnical Engineering <br /> Geology and <br /> Environmental Earth Sciences <br />