My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1920 MERRILL CREEK PKY 2018-01-01 MF Import
>
Address Records
>
MERRILL CREEK PKY
>
1920
>
1920 MERRILL CREEK PKY 2018-01-01 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/16/2018 1:32:55 PM
Creation date
2/26/2017 7:34:17 AM
Metadata
Fields
Template:
Address Document
Street Name
MERRILL CREEK PKY
Street Number
1920
Notes
& 1930
Imported From Microfiche
Yes
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
336
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
� <br /> SHANNON F�WILSON.INC. <br /> maloes this material vulnerable to weathering, as related to wind, fneeze/tl►aw effects, and <br /> erosion from rainfall and surface water 8ow if not properly sloped and vegetate�. The thick <br /> clay and silt geologic unit that commonly underlies the outwash in the Puget Sound az.:a is <br /> I not exposed here. However, based on the water-holding capability of the lazge pond to the <br /> east of the slope at the south end of the site, it is possible that the silt and clay are near the <br /> Ibottom of the slope. <br /> 5.3 Colluvium <br /> � <br /> Colluvium comprises the steep slopes that lie immediately below the vertical or near-vertical <br /> Ibluffs on the site. The wlluvial slopes range from 35 to 45 degrees and are very loose. In <br /> some of the am,as below the steep, unvegetated bluffs, thete is little vegehadon on the slopes <br /> Ibecause of the accumulation of material from the 611 and outwash bluffs above. <br /> I5.4 Landslide Deposits <br /> I �)ne area of slope inshability was observed just south of the southeastem property corner (see <br /> Figure 1). This area had 2- to 4-foot setdowns on the side; however, the headscarp area <br /> was obscured by sod and concrete debris. The slide appeared to be located entirely in fill <br /> Isoils. <br /> � In addidon, a 4- to 10-foot-high linear scarp was observed in the central portion of the site, <br /> extending for a distance of about 400 feet (see Figure 1). Abave the scarp the slope was <br /> inclined at 12 to 14 degrees, and below the scarp the slope angle ranged from 27 to 33 <br /> degrees. The scarp was inclined at about 45 to 60 degrees and wes unvegetated. The slopes <br /> uphill and downhill wece both cwered with small-diameter trees and moss. The soils <br /> � dawnslope of the scarp were idendfied as fill. This featuce may be the scarp of a landslide, <br /> the surface acpression of widespread setdement of the downslope fill, or a remnant of the <br /> Ifilling of the downslope portion of the slope. T'he actual cause cannot be determined without <br /> subsurface ezplordtions. Hawever, basad on the known mechanism of slope Siling (end- <br /> Idumping), as dceumented by othe�, it is probable that some cmep is occurring. <br /> Additionally, a few fcet of observed mwement in old survey shakes, as noted by the <br /> I surveyors from TYiad Associates during current site mapping, supports the probability that <br /> some creep has occurred. <br /> IW-6693-01 <br /> 5 <br />
The URL can be used to link to this page
Your browser does not support the video tag.