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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 Pk No.: <br /> 7989 MGM 11/27/00 TP-4 <br /> Excavation Contactor. Ground Surface Elevation: <br /> NW Excavating 15' <br /> Notes: <br /> c.11 o Surface Conditions: <br /> WGeneral Notes io Sc. ti EL m tVi? <br /> t t0 co Q co co <br /> ••� ML Brown SILT with organics and gravel,loose,moist(Fill) <br /> •� um•. 1 III• <br /> �t••♦ 2• <br /> . GM Gray silty GRAVEL with sand,dense, moist(Fill) <br /> ♦♦♦♦• 3 1111 <br /> • <br /> % 4Ill -comprised of angular concrete and brick fragments in silty sand <br /> ♦♦♦♦♦♦ matrix <br /> ♦♦♦♦♦• <br /> 15.4 • <br /> • <br /> �♦�j♦ 5 . <br /> •-•-•� 6 . SM Blue gray sty SAND,medium dense,moist(Fill) <br /> 12.7 ♦♦♦ <br /> ♦♦♦•♦♦ 7 <br /> i♦��♦ -very heavy seepage <br /> •• <br /> :•••� 8 Wood debris from 7.5'-12',becomes water bearing(Fill) <br /> ♦♦• . 1111_ _ <br /> �••"s 9 -comprised of large buried cogs(Class 1) <br /> ♦♦♦♦♦ 10 <br /> ♦♦♦♦♦♦ i 1 <br /> ♦♦♦ El <br /> ♦♦•.• <br /> 56.7 12 ML Blue gray SILT with organics,loose,wet <br /> 13 Test pit terminated at 13.0 feet below existing grade due to excessive <br /> groundwater seepage and large wood obstruction.Groundwater <br /> seepage encountered at 7.5 feet during excavation. <br /> a <br /> _. o <br /> 0 <br /> w <br /> a <br /> o <br /> fi <br /> ,,A''- jail. ,i,' Test Pit LogP. <br /> �� (r{( Q/ Earth Consultants Inc. Eclipse Mill Property <br /> O els,NviI1 Norm Cc, meat Fngxras,C olostw+&Fnvlm''xmal"°'' u <br /> Everest,Washington <br /> s <br /> w Proj.No. 7989 Own. GLS Date Dec.2000 Checked MGM Date 12/19/00 Plate A5 <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 /> MrnA..O.lnn Mdseanldl"in 1kIe Inn <br />
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