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3611 FEDERAL AVE 2018-01-02 MF Import
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3611 FEDERAL AVE 2018-01-02 MF Import
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Last modified
2/4/2022 2:23:54 PM
Creation date
2/10/2017 4:07:52 PM
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Address Document
Street Name
FEDERAL AVE
Street Number
3611
Imported From Microfiche
Yes
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Geologic hwestijeation and Geotechnical F_n¢ineerin¢ Rerort <br />.Jones Residence <br />3611 Federalave. <br />Everett. Washington <br />98-08-10 <br />slightly easier with the backhoe and was in general damp to the touch. The weathered silt was overlain at <br />the surface by one (1) to approximately three (3) feet of sandy to silty Topsoil in all of the test pits except <br />TP-02 in the northeast corner of the property. In this location, the surficial soil consisted of a gray, silty fill <br />that extended to an approximately depth of six (6) feet below existing grades. The underlying in -place soil <br />indicated a fairly steep drop in the natural soil (to the northeast) in this corner of the property. This ravine <br />or drop off had been filled in with the silty fill. <br />Correlation between the mapped geology of the area as shown on the Geologic Map and that found and <br />interpreted from the test pits was not good. Based on the soil found in the test pits, we conclude that the silt <br />found throughout the site is part of the Transitional Beds (Oth) that have been mapped and shown to the <br />north of the project site. The very dense sands of the Advance Outwash (Ora) have been eroded away <br />from the area leaving exposed the underlying silts of the Transitional Beds (C)lb), <br />The stability of steep slopes through Transitional Beds (Qth) in the Puget Sound Lowland is highly <br />variable. In areas where the Transitional Beds (O1h) are associated with ground water, stability tends to be <br />poor. Landslides and mass movements of soil are common. Where ground water is not associated with <br />this soil unit, steep slopes through Transitional Beds (Orb) ate stable and reflect the underlying engineering <br />characteristics of the soil. <br />3.4 Ground Water and Surficial Drainage <br />There was no ground water encountered or observed within the test pits excavated during the site <br />investigation. The massive silts of the Transitional Beds (O1b) are generally not very permeable and unless <br />they are interbedded with thin lenses of sand. will not transmit useable quantities of ground water through <br />them. Interbedded sands were not observed within the silts underlying this site. Slight mottling within Oie <br />surticial weathered zones does indicate minor percolation of small amounts of water down through the <br />upper couple of feet of silt around the site. <br />6 GES, Inc. <br />
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