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Date Excavated: 9/17/2012 Logged By: FRV <br /> Equipment: Backhoe Case 580L Series 2 Total Depth (ft) 5.5 <br /> SAMPLE <br /> a`, <br /> w E E �, o MATERIAL <br /> w �n z • 3 d DESCRIPTION o REMARKS <br /> O .... m U U C N 5 <br /> O- y E N at O 0) U 715 CI <br /> O O <br /> Si 0 I- w F— — 0 0 0 W U <br /> CR Crushed gravel surfacing <br /> SM Gray silty fine to medium sand with gravel and occasional organic Probe dRot th 0 iinches <br /> matter(medium dense,moist)(fill) <br /> —X • <br /> • <br /> 9 %F=37 <br /> 2— X <br /> • <br /> • <br /> • <br /> 3—SM Grayish-brown siltyfine to medium sand withgravel and occasional Probe depth approximately 0.5 inches <br /> Y Till-like <br /> cobbles(dense to very dense,moist)(glacially consolidated soils) <br /> X <br /> 3 <br /> — <br /> •O <br /> 0 <br /> 5 4 — — Probe depth approximately 0 to 0.25 <br /> \ / inches <br /> //V\\ Test pit completed at 51/2 feet <br /> No groundwater seepage observed <br /> No caving observed <br /> Disturbed soil samples obtained at 1,2,4,and 5'/x feet <br /> Z <br /> 0 <br /> 0 <br /> cU <br /> 0 <br /> S <br /> z I <br /> O <br /> tt <br /> 0 <br /> O <br /> E Notes: Please see Figure A-1 for explanation of symbols. <br /> The depths on the test pit logs are based on an average of measurements across the test pit and should be considered accurate to 0.5 foot. <br /> 31, <br /> •Log of Test Pit TP-7 <br /> Project: Central Utility Plant Parking Lot <br /> GEOENGINEERV3 Project Location: Everett, Washington Figure A-8 <br /> Project Number: 10738-010-00 Sheet 1 of 1 <br />