HomeMy WebLinkAbout701153022 Geotech Assessment (2004)NORTHWESTERN TERRITORIES, INC.
A JLS GROUP COMPANY
~ 717 SOUTH PEABODY STREET, PORT ANGELES, WA 98382
Engineers Land Surveyors Geologlsfs
NTl Construction Inspection Materials Testing
(360) 452-8491 FAX 452-8496 www.nti4u.com E-Mail: info@nti4u.com
JLS GROUP,
INC.
July 27, 2004
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AUK ~ 6 200
JEFFERSON COUNTY DCD
Mark Walker
13703 26th PI. West
Lynwood, WA 98037
Subject: Update to the Geotechnical Report Completed by NTI and Dated August
22, 1997 for 1146 Toandos Rd., Located in Section 15, T27N, R1 W, W.M.,
Jefferson County, WA
Dear Mr. Walker:
At your request, Bill Payton, Engineering Geologist with NTI Engineering and Surveying
(NTI) conducted an update bluff stability inspection of the above referenced property, as
requested by the Jefferson County Department of Community Development (DCD) in a
letter to you dated July 9, 2004. The purpose of this inspection was to .examine the
marine bluff at the subject site by visual means in order to determine if the 1997
Geotechnical report completed by this office was still valid and represented the current
conditions at the site, given the slide events that occurred in the area during the storm
events of 1999. Other site observations and measurements were made during this site
visit as noted below.
The update inspection consisted of a review of the 1997. report, a review of available
literature including geologic maps of the area and historical photographs, and a site visit
to the property on July 20, 2004 to view the current conditions on the bluff.
The bluff at the subject property was viewed from the beach and compared to the
historical photographs (see attachments). In comparing the current conditions with
photos dating as far back as 1977, it was possible to pick out the same trees on the
bluff in each photograph. Also, the morphology of the bluff face seems to have changed
little over the years. Approximately 1200' down the beach; south of the subject property,
a large slide scar was noticed on the bluff: The bluff in this area is roughly twice as high
as the bluff at the subject property. Reportedly, this slide occurred in 1999, but it
appears to have had no effect on the bluff at the subject property.
Based upon our investigation, we concluded that very Little change has occurred on the
bluff at the subject property, and accordingly, that the conclusions and recommen-
dations of the 1997 geotechnical report are still valid for the subject property.
The July 9th DCD letter also requested that a drainage and erosion control plan be
submitted for the property. You have asked NTI to complete this task, which we plan to
do as a separate report, and under a separate contract. Also, at your request, the slope
angle of the ravine leading to the Type 5 stream was measured in anticipation of
establishing the required buffer distance from the stream. The slope was measured to
be approximately 32%, which will require a buffer of 50' from the edge of the stream per
the July 9th DCD letter.
If you have any questions regarding this report, or need further assistance, please feel
free to contact us.
Sincerely,
NORTHWESTERN TERRITORIES, INC.
Robert A. Leach, P.E., MBA
Principal Engineer
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Bil( Payton, L.E.G:
Engineering Geologist
Attachments
99
G:\Gen\BiIIlReportslupdate geotech report.15(27-1).Toandos Peninsula.doc
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William C. Payton Jr.
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Photo 3
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