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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 MU!Property 1 1 <br /> Job No. Logged by: Date: Test Pit No.: <br /> 7989 MGM 11/27/00 TP-10 <br /> Excavation Contactor. Ground Surface Elevation: <br /> NW Excavating 14' <br /> Notes: <br /> General W :i= $ s • a rn <br /> Surface Conditions: <br /> Notes 06) c9 rn p <br /> • • OH Dark brown organic SILT with wood debris,very soft,moist(Fill) <br /> s!:!:! , <br /> �����• ML Blue gray sandy SILT,medium dense,moist(Fill) <br /> ♦♦ <br /> • 2 ML Dark gray SILT,medium dense,moist(Fill) <br /> • <br /> ♦ ♦ <br /> ♦♦♦ 3 -bricks along contact <br /> iii♦ <br /> ♦♦♦♦♦♦ 4 <br /> ♦♦♦♦♦ <br /> ♦♦ <br /> ••�••�� 5 SM Dark brown to black silty SAND,very loose,saturated(Fill) <br /> ♦♦ <br /> ♦♦♦♦♦• 6 — <br /> i♦i• <br /> ♦i♦ <br /> ♦ ,� 7 _ -heavy seepage at 6' <br /> 39.2 ♦�♦Oi <br /> $ ML Gray SILT with organics,loose,wet <br /> 9 <br /> 10 -large log <br /> 11 <br /> 12 <br /> 13 <br /> i 14 CL Grades to gray lean CLAY,stiff,wet <br /> 15 <br /> -contains organics <br /> 81.3 j 16 <br /> Test pit terminated at 16.5 feet below existing grade. Perched <br /> groundwater seepage encountered at 6.0 feet during excavation. <br /> 0 <br /> 0 <br /> ocpj <br /> I 11, Test Pit Log <br /> ff1 t d//y a� /f11 Earth Consultants Inc. Eclipse Mill Property <br /> 1��� 1f// �t1�(/ Georectmlydl En$fieer...Grc�MgUis&Envim mental Scientists <br /> Everett,Washington <br /> a <br /> g Proj.No. 7989 Own. GLS Date Dec.2000 checked MGM Date 12/19/00 Plate Al l <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 />
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