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• <br /> O. Test Pit Log <br />• Project Name: Sheet of <br />•; Eclipse Mill Property 1 1 <br />• Job No. Logged by: Date: Test Pit No.: <br /> 7989 MGM 11/27/00 TP-9 <br />• Excavation Contactor: Ground Surface Elevation: <br /> NW Excavating 14' <br /> Notes: <br />• <br />•, o L a o Surface Conditions: <br /> General W <br />• ( ) 10 E `� E ? <br /> � � n �Notes °b co <br />• OH Dark brown organic SILT with wood debris,soft,wet(Fill) <br /> 1 <br />• SP Gray poorly graded SAND,very loose,wet(Fill) <br />• 96 2 — <br /> 3 -2%fines <br /> 4 — <br /> -caving <br /> • �W <br /> 5 i -wood along contact <br /> II <br />• 6 ML Brown SILT with organics,loose,wet <br /> • <br /> • 7 <br />• 8 • -large wood debris <br /> • g <br /> • <br /> • 10 - <br /> • 41 <br /> 12 <br /> • ML Gray sandy SILT, loose to medium dense, moist to wet <br /> • 40.2 13 <br /> • 14 <br /> -contains wood <br /> • <br /> 15 -contains pockets of lean clay and sand <br /> • -68%fines <br /> • 16 -large wood <br /> 17 -heavy seepage, becomes water bearing <br /> • Test pit terminated at 17.0 feet below existing grade. Groundwater <br /> g seepage encountered at 2.0 and 16.0 feet dunng excavation. <br /> • <br /> 0 <br /> k, <br /> W <br /> a' <br /> i 1,01 anal 444 Test Pit Log <br /> • c a. t <br /> . �`41 Earth Consultants Inc. Eclipse Mill Property <br /> O t Georct nlcal F.nglnatas. .SIt:&Rawl mo enter!ScimastS <br /> Everett,Washington <br /> 11111 a <br /> - <br /> • al Proj.No. 7989 own. GLS Date Dec.2000 Checked MGM Date 12/19/00 Plate Al 0 <br /> • Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests,analysis and <br /> judgment. They are not necessarily representative of other times and locations.We cannot accept responsibility for the use or interpretation by others of <br /> ., <br /> • ,.,s.,...,ftic.,., .aa a ..ra .,.+ .,floc inn <br />