Laserfiche WebLink
LOG OF TEST PIT NO. TP-2 FIGURE <br /> PROJECT NAME: Northshore Chri$tian Church$r Academy PROJ.NO: ,T-5922-5 LOGGED BY: JMG <br /> LOCATION: Everett.Washington SURFACE CONDS: Mowed Grass APPROX.ELEV: <br /> DATE LOGGED: November 19,2010 DEPTH TO GROUNDWATER: 0,5 to 2 Feet DEPTH TO CAVING:NA ,_gym, <br /> U. <br /> V) <br /> O <br /> LL z z <br /> m CONSISTENCY/ <br /> aDESCRIPTION RELATIVE DENSITY ° REMARKS <br /> �' Y <br /> 0 < <br /> 0 <br /> nr FILL:brown silty sand with organics,scattered gravel, <br /> wet. (SM) Loose <br /> 1 <br /> FILL:reddish-brown silty sand with gravel,fine grained <br /> 2 sand,moist to wet in places. (SM) Medium Dense 12.5 <br /> 3— <br /> 4— <br /> 5 , FILL:gray and brown silty sand with gravel,scattered Medium Dense 14.6 <br /> 2 organics,moist. <br /> 6..: <br /> 7— <br /> 8 3 16.0 <br /> 9 <br /> 10- Reddish-brown silty SAND with gravel,pockets of SAND, <br /> fine grained sand,moist. <br /> (SM) Areas moderately cemented (Weathered till) Dense to <br /> 11— Very Dense <br /> 12 4 7.9 <br /> 13— Becomes grayish-brown. (Slightly Weathered till) <br /> 14- <br /> 8.7 <br /> 15 5_ <br /> Terminated at 15 feet. <br /> 16— Perched groundwater seepage observed from 0.5 to 2 <br /> 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 />