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II LOG OF TEST PIT NO. TP-8 FIGURE A-s <br /> PROJECT NAME: Rj1lf�+i t�1""acs L(C PROJ.NO:. -Z LOGGED BY: KJ _ <br /> LOCATION: vere tt Washington . SURFACE CONDS::$parse Grass APPROX.ELEV:.20 Feet <br /> DATE LOGGED: M=1117,2016 DEPTH TO GROUNDWATER: N/A DEPTH TO CAVING: 31Q.5 Feet_. <br /> LT: <br /> rn <br /> m CONSISTENCY/ ^ m <br /> I a DESCRIPTION o a REMARKS <br /> RELATIVE DENSITY e- <br /> w a m <br /> p Y <br /> 0 <br /> a. <br /> I <br /> 1- <br /> FILL:gray-brown silty fine sand with few gravel inclusions, <br /> I few organics,moist. (SM) <br /> 2� <br /> I <br /> 3- 11.5 <br /> 4- <br /> 1 <br /> 5- <br /> Increasing organics at 5 to 6 feet. Medium Dense <br /> I 6 <br /> 1 7- 10.3 <br /> 8- <br /> 18-inch boulder at 8 feet. <br /> I 9- <br /> Brown-gray medium SAND with silt,few gravel inclusions, <br /> I10- moist. (SP-SM) <br /> 11-« <br /> I Test pit terminated at approximately 11 feet. <br /> No groundwater seepage observed. <br /> 12- Minor caving 3 to 8 feet. <br /> I 13-- <br /> 14 <br /> 15 <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 /> I <br /> g and <br /> EnvironmentaGeololy Earth Sciences <br /> I <br />