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3400 RIVERFRONT BLVD Geotech Report 2022-10-25 (2)
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3400 RIVERFRONT BLVD Geotech Report 2022-10-25 (2)
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Last modified
10/25/2022 1:45:24 PM
Creation date
5/18/2021 2:08:17 PM
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Address Document
Street Name
RIVERFRONT BLVD
Street Number
3400
Notes
Memorandum and Response to City Comments
Address Document Type
Geotech Report
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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-15 <br /> Excavation Contactor. Ground Surface Elevation: <br /> NW Excavating 14' <br /> Notes: <br /> Surface Conditions: <br /> 2 <br /> General <br /> W (6)Notes E a co <br /> .�W�•� SM Brown silty SAND,loose,moist(Fdl) <br /> i♦i♦i♦ <br /> ♦♦♦ 1 <br /> •♦• <br /> i♦•♦i♦ OH Black organic SILT with charred wood debris,very soft,wet(Fill) <br /> 118.9 �♦�♦� 2 — <br /> : • <br /> :::`. 3 — -heavy seepage <br /> ♦�♦•. <br /> • <br /> --VA� Large wood debris(Class 2) <br /> ♦♦♦♦• 5 <br /> ♦-♦♦♦ <br /> ♦•♦i♦ <br /> ♦♦♦ 6 — <br /> H♦• -moderate seepage <br /> ♦•♦•♦• <br /> ♦♦♦ 7 <br /> ML Brown SILT with organics,very loose,wet <br /> 140.3 <br /> 8 — <br /> 9 <br /> 10 <br /> 11 ML Gray SILT,loose,wet <br /> 12 -contains wood debris <br /> 13 <br /> 14 <br /> 15 <br /> 41.8 <br /> 16 <br /> Test pit terminated at 16.5 feet below existing grade.Groundwater <br /> seepage encountered at 2.5 and 6.0 feet during excavation. <br /> 0 <br /> C7 <br /> a /1°‘- .�,►�, Test Pit Log <br /> ; �� ,rat 4a Earth Consultants Inc. Eclipse Mill Property <br /> O �Ifi>��IFr // Cxxxec%n Fnahleas.Ca tlsb&PnHmmxtxntSchtnIMS <br /> Everett,Washington <br /> Proj.No. 7989 Dwn. GLS Date Dec.2000 Checked MGM Date 12/19/00 Plate A16 <br /> Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests,analysis and <br /> lodgment. They are not necessarily representative of other times and locations.We cannot accept responsibility for the use or interpretation by others of <br /> .nfn.sn.l,nn w.c.nM.l nn <br />
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