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20 SW EVERETT MALL WAY Geotech Report 2018-01-02 MF Import
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20 SW EVERETT MALL WAY Geotech Report 2018-01-02 MF Import
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Last modified
10/25/2022 11:57:23 AM
Creation date
11/18/2019 7:58:25 AM
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Address Document
Street Name
SW EVERETT MALL WAY
Street Number
20
Address Document Type
Geotech Report
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-- Campbell-Fleury Investments/Mallwest Center <br />9 April 1986 <br />W-3103-1 <br />Page 3 <br />_ site with a manhole located at itc northern end. The culvert exits at the ground <br />surface at the southern end of the site. Water was seen flowing from the culvert <br />into a drainage stream at the time of our visit. A low, boggy area is present <br />- outside this parcel on the north side of Everett Way. The proje�t site has been <br />cleared and graded in the past. The site may likely be a continuation of the boggy <br />_ area present to the north of Everett Mall Way. <br />_ 3.2 Subsurface Conditions <br />The subsurface exploration program for the study consisted of seven backhoe-excavated <br />test pits. The exploration procedures and interpretive logs are presented in <br />Appendix A of this report. The gross subsurface conditions across the site appeared <br />to be fairly uniform at our test pits consisting of loose fill above a relic topsoil <br />— stratum, underlain by dense native deposits. However, a variable thickness of <br />surficial fill was observed. Generally, a gravelly, silty sand fill was encountered <br />-- below ground surface in the western triangular portion of the site. The fill <br />thickness variPd from 1-1/2 feet in test pi; TP-6 to 4 feet in test pit TP-2 and TP-5. <br />_ The interpreted relative density of the fill soils varied. from louse to medium <br />dense. The fill was general�y variable in color from dark brown to gray with inter- <br />mixed organics, wood fragments and construction debris. This type of soil is <br />generally highly compressible and has low strength characteristics. Basec' on <br />observations made ir� the fie7d and office, it appears that the majority of the fill <br />was placed in the western triangular portion of the site. <br />Beneath the fill soils, native y�ry loose to very dense, silty sands with some <br />-- gravel and gravelly silty sands were disclosed. Addii:ionally, stiff to very stiff <br />- clayey silts were also encountered. At the contact between the fill and native <br />_ soils, a very loose, highly organic and compressible sandy silt occurs. This <br />material may represent a relic oi• buried topsoil horizon. At the eastern third of <br />W the site native soils occurred a;. the surFace. These soils consisted of loose to <br />medium dense, silty sand with some gravel and dense to very dense, gravel�y, silty <br />y sand. The surficial soils contained a 1/2 foot rooty, grass mat. In most cases, <br />contacts between soil ty,r,es k,ere gradational and have been interpreted. <br />
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