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I <br /> I LOG OF TEST PIT NO. TP-1 FIGURE A-2 <br /> PROJECT NAME: Riverside Business Park I PROJ.NO: T-7388 LOGGED BY: KR <br /> LOCATION: Everett,Wasiaington SURFACE CONDS: Grasses _ APPROX.ELEV:18feet_. <br /> I DATE LOGGED: March 7. 2016 DEPTH TO GROUNDWATER: 10.5 Feet DEPTH TO CAVING: 10.5 Feet <br /> sL <br /> �I LL Z Z <br /> x -J UJ 4 DESCRIPTION CONSISTENCY/ e a REMARKS <br /> a RELATIVE DENSITY — w <br /> o (0 0 <br /> O <br /> 4 <br /> I <br /> 1— <br /> I FILL:gray-brown silty fine to medium sand with some <br /> 2- gravel,few organics,moist to wet. (SM) <br /> 10.7 <br /> ' 3— <br /> i4- <br /> 5- FILL:gray to brown sandy silt to silty fine sand with gravel <br /> and organics,moist to wet. (SM/ML) <br /> Medium Dense <br /> 6- <br /> 1 7 <br /> Brown gray medium SAND with silt and few gravel 11.3 <br /> 8- inclusions,moist to wet. (SP-SM) <br /> I 9- <br /> 110- <br /> i <br /> - Becomes saturated. <br /> I 11- <br /> Test pit terminated at approximately 11 feet. <br /> Heavy groundwater seepage observed at 10.5 feet. <br /> 12- Caving at 10.5 feet. <br /> 1 13- <br /> I 14- <br /> 15- <br /> I Fos 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 /> I Geology and <br /> Environmental Earth Sciences <br />