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2710 VIEWCREST AVE 2016-01-01 MF Import
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2710 VIEWCREST AVE 2016-01-01 MF Import
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Last modified
3/8/2017 11:43:04 AM
Creation date
3/8/2017 11:42:51 AM
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Address Document
Street Name
VIEWCREST AVE
Street Number
2710
Imported From Microfiche
Yes
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Thomas Kelly JN 95192 <br /> June 7, 1995 Page 2 <br /> based upon the proposed construction and required design criteria, the site topography and <br /> access, the subsurface conditions revealed during excavation, the scope of w�xk outlined in <br /> our proposal, and the time and budget constraints. <br /> The:est pits were excavated on May 30, 1995 with a rubber-tired backhoe. A geotechnicai <br /> engineer irom our staff observed the excavation process, logged the test pits, and obtained <br /> representative samples of the soils encountered. "Grab" samples of selected subsuriace <br /> soil:; were collected from the backhoe bucket. The Test Pit Logs are attached to this report <br /> as Fia:e 3. <br /> Both test pits encountered rPlatively clean sands. These sands were fine- to <br /> medium-grained and loose near the ground surface, bP oming medium-dense at a deptli of ' <br /> 6 to 7 feet below the ground surface. The near-surface sands contained organics a�id wood <br /> fragments. This topsoil layer varied from 1 to 3 feet in depth at the locations explored. <br /> The final logs represent our interpretations of the field logs and laboratory tests. The logs <br /> provide specific subsurface information only at the locations tested. The relative densities <br /> and moisture descriptions indicated on the test pit logs are interpretive descriptions bnsed <br /> on the conditions observed during excavation. <br /> The compaction of backfill was not fn the scope of our services. Loose soils will therefare <br /> be found fn the area of the test pits. If this presents a problem, the backfill will need to be <br /> removed and replaced with structural fill during construction. <br /> s,[Quncivr�tel <br /> No groundwater seepage was observed fn the test pits. It should be noted that groundwater <br /> levels vary seasonally with rainfall and other factors. However, due to the permeable nature <br /> of the soils,we anticipate that groundwater will not be found during construction. <br /> �ON�I.:JSIONS_A_ND_H�COMMFNDATIO�S <br /> Gsrtsl�l <br /> The site has been classified by the City of Everett as environmentally sensitive due tc the <br /> sl�pe south and west of the proposed house site. The city requires a bufter of 25 feet from <br /> the top, toe, and sides of steeper slopes. However, a provision in ;he city's ordinance <br /> allows for the moditication of the bufter zone. The modification should not adversely affect <br /> the stability of the slope. We were provided with a letter to you from the City of Everett's <br /> Planning and Community Development Department c;ated May 23, 1995. In the letter, the <br /> GfOIIII'll<'(1N3UI:1:\NIS.I�I'. <br />
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