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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-6 <br /> Excavation Contactor. Ground Surface Elevation: <br /> NW E u avating 15' <br /> Notes: <br /> • � — t � o <br /> Surface Conditions: <br /> NGeneral W E o E ? T <br /> ci <br /> see+o� Wood debris(Class 2) <br /> •+soio <br /> *o 1 -heavy seepage at 1.5' <br /> ++Oo+ ML Dark brown sandy SILT with organics and gravel,medium dense, <br /> +•o•+; 2 — saturated(Fill) <br /> o+•+o+ <br /> 00 <br /> i i+i+ 3 <br /> +00 <br /> oV+ <br /> o++ 4 .._.._ <br /> 0+�+0+ <br /> 9:7 0+++ <br /> s% 5 SM Brown and gray silty SAND,medium dense,wet(Fill) <br /> +•+i+i 6 <br /> oo++++ -contains abundant concrete and brick debris <br /> ,+�o�o` — <br /> o. <br /> ++++++ 7 — <br /> 000 <br /> 8 — OH Dark brown organic SILT with wood debris,soft,wet <br /> ✓/i <br /> 9 — CL <br /> 2 0Gray lean CLAY with organics,soft,wet <br /> 46.7 10�— <br /> 11 <br /> -becomes medium Miff to stiff <br /> 12 — <br /> 13 — <br /> f 14 — <br /> 15 <br /> /� 1s -trace large wood logs <br /> 45.8 <br /> 17 <br /> Test pit terminated at 17.5 feet below existing grade.Groundwater <br /> seepage encountered at 1.5 feet during excavation. <br /> 0 <br /> 0 <br /> w <br /> a' <br /> �r�'` (�►: ate, Test Pit Log <br /> p^p ,e Earth Consultants Inc. Eclipse Mill Property <br /> O \ )' \\VIf\,.ar Ccorcetin atFstgine:a Geologist* FiwlrtmxnratSetrntt <br /> Everett,Washington <br /> w Proj.No. 7989 Dwn. GLS j Date Dec.2000 Checked MGM Date 12/19/00 Plate A7 <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 tines and locations.We cannot accept responsibility for the use or interpretation by others of <br />