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• <br /> • <br /> + <br /> 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-1 <br /> • Excavation Contactor: Ground Surface Elevation: <br /> • NW Excavating 15' <br /> • Notes: <br /> General W <br /> o t �, N o Surface Conditions: <br /> • Ja <br /> Notes (%) a a " m D <br /> c7 rn rn �• <br /> tot% OH Dark brown organic SILT with wood debris,soft,wet(Fill) <br /> *••o+ <br /> • . • <br /> . 1 <br /> o•�• <br /> • <br /> .4 <br /> ,+ 2 <br /> • *W. <br /> w <br /> • 417++ <br /> • 106.4 �••• <br /> 4 <br /> ••••• <br /> • ♦.•. 5 <br /> a•♦ <br /> • de•�*�+ <br /> • *.®A,„ <br /> •�.. SM Black silty SAND with organics, loose,wet(Fill) <br /> • �•*4, <br /> • '.40•* 8 -contains abundant large concrete and metal debris <br /> .se -moderate to heavy seepage <br /> • <br /> // s — OH Dark brown organic SILT,very soft,wet <br /> / <br /> 202 0 // 10 <br /> / <br /> • 11 - <br /> -trace large wood debris <br /> • 12• <br /> //f 13 <br /> /// <br /> /// <br /> • ///// 14 <br /> • /// / <br /> • 15 CL Blue gray lean CLAY, medium stiff, moist <br /> II 31.6 , <br /> 16 <br /> -highly fractured <br /> • � 17 _ pockets of-contains organic debris <br /> r9 <br /> -becomes medium stiff to stiff <br /> Test pit terminated at 17.5 feet below existing grade. Groundwater <br /> • 5. seepage encountered at 7.5 feet during excavation: <br /> NOTES:Test pits excavated by N.W.Excavating using a CASE 90108 <br /> o Excavator. <br /> Test Pit elevation estimated from David Evans&Associates Site Plan <br /> • W dated 1/26/00. <br /> 0. <br /> � ;i,'.. <br /> • r�sti �,,�. Test Pit Log <br /> dill Earth Consultants Inc. Eclipse Mill Property <br /> O wri-. o,\i�!, Coated mica!Fnginexas.C xit,I+&Fnvlmnmenral Sk t:n* ; r Property <br /> Everett,Washington <br /> • a <br /> • w Proj.No. 7989 Dwn. GLS Date Dec.2000 Checked MGM Date 12/19/00 Plate A2 <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 /> • infnrwmfinn.renaanl. el inn*k,K Inn <br />