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Geralyn Reinart, P.E.
1319 Dexter Avenue North, Suite 103
Seattle, WA. 98109
(206) 285-9035
RECEIVED
SEP 2 2 2~"5
Traffic &. Transportation Engineering serviJ!fffRSON COrmTfT1eff85-6345
August 4, 2005
MEMORANDUM
TO: Jim Pearson, Project Manager
Jefferson County
FROM: Geralyn Reinart, P.E. ~...
I
SUBJECT: Discovery Bay Golf Course PRRD - Response to Staff Comments
r exPIRES: O~'l
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The information that follows is intended to address the comments noted in your
memorandum dated June 15, 2005 for the proposed Discovery Bay Golf Course PRRD.
Responses to your comments are summarized below, with any revisions as noted. Please
note that responses to some comments do not involve changes to the traffic impact
analysis, but rather require further action/discussion with the Applicant that is either
forthcoming or underway with Staff.
The following summarizes the comments and responses.
Comment #1 - Regarding peak hour counts and need to adjust these volumes upwards
by a factor of 1.27.
ResDonse - I concur that the tourist corridors in Jefferson .County experience seasonal
fluctuations, with the month of January experiencing lowe'f.:,lhan-average volumes and
July and August higher-than-average volumes. Typically, these fluctuations are
associated with the AnT's on the major tourists routes (i.e., SR-20, SR-104, and SR-101)
and correspond to summer vacations/travel. WSDOT haS'two permanent traffic
recorders in eastern Jefferson, one at the Hood Canal Bridge and the other on SR-101
just north of SR-20. The most recent WSDOT data for the year 2004 showed that the
month of March had an adjustment factor of 1.13 at the Hood Canal Bridge location,
and afactor of 1.17 at the SR-101Iocation. Thesefactors are associated with the
AnT's, and not necessarily with the peak commute period.
The peak hour counts conducted for the traffic analysis were conducted in the month of
March - a month when school is in session and the number of employees on vacation is
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typically lower than during the summer months. All counts (with the exception of one
along SR-20) were on County arterials that do not appear as if they would be
significantly impacted by tourist traffic. While 1 have no documentation one way or the
other, my personal observations and experience have been asfollows: 1) peak hour
counts can easily vary by five to ten percent on any given weekday throughout the year
simply as normal fluctuations in traffic; 2) summertime peak hour commuter traffic tends
to be somewhat lower due to fewer school-related activities and employees taking
vacations,. and 3) while overall highway travel is typically higher during the summer
because of vacation travel, these motorists tend to avoid peak hour travel. Thus, the
application of the 1. 27factor to the peak hour counts may not be appropriate.
Comment #2 - Regarding trip distribution of site traffic on Cape George Road south of
the golf course access to South Discovery Road.
Response - Comment acknowledged. Figures 3, 4, and 5 have been revised to better
show the trip assignments on the section of Cape George Road south of the golf course
access. (Figures 7 and 8 already included these volumes along Cape George Road south
of the golf course access in the original traffic report.)
Comment #3 - Regarding statement in TIA that projected future volumes are
conservative since traffic associated with the proposal would already be included in the
County's growth forecasts.
Response - The annual traffic growth rates developed by Jefferson County were based on
historic growth in both housing and traffic. As noted in the Comprehensive Plan "This
ratio was composed of both land use factors characteristic of this plan and planning area
factors. .... The land use characteristics and planning area variation in the ratio served
to properly weight theforecast traffic growth.". While the County's rates would not have
identified any specific developments such as the subject PRRD, the housing and
population forecasts would be based on the development of vacant properties in the area,
of which the proposed PRRD would be one of many. The County growth rates arefor the
2024 projections, roughly a 2G-year period. Traffic increases typically do notfollow a
straight line, i.e., some years may see no increase in volumes while others may see much
larger increases than average. While the completion of any specific project may result in
short-term "higher-than-average" increases, the long-term growth over a ten to twenty
year span would be more representative of the average. Thus, while the arterials
adjacent to the PRRD would see higher than average increases in the short-term because
of the development of this parcel, traffic growth could easily become static in the vicinity
thereafter until another large parcel is developed. As such, the background traffic
growth should have included the subject parcel as part of the long-term growth
projectionsfor the population and housi'ngforecasts; therefore, the projections shown in
the traffic analysis may be somewhat conservative. LOG ITEM
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Comment #4 - Regarding non-motorized facilities and use of adjacent roadways by
bicyclists.
Response - The statement cited ("... relatively low volume of traffic on the roadways in
the area lends them to reasonable safe travel for bicyclists, although the roadways must
be shared with motorized ... ") andfound in the "Existing Conditions" section was never
intended to imply that the adjacent roads in their current condition should be designated
as shared facilities. The statements in this section were merely acknowledging that non-
motorizedfacilities were not available near the site, but for those wanting to cycle in the
area, the volumes on the adjacent arterials are not of a magnitude that would make
cycling unsafe for experienced riders, especially during non-peak hours or on the
weekends.
Comment #5 - Regarding non-motorized facilities and the extension of the Larry Scott
Trail.
Response - Comment noted. The Applicant has met with County Staff to discuss potential
options associated with the trail construction, maintenance, and easement issues and
further decisions regarding this issue will beforthcoming.
Comment #6 - Regarding project impacts and Staff recommendations for appropriate
mitigation.
Response - Comment noted. The Applicant understood when the traffic analysis was
submitted that discussions with County Staff would be needed to determine the
appropriate roadway mitigation. As such, only the references for various AASHTO
cross-sections associated with ADT's were noted with no specific recommendations for
improvements included in the report. Since the receipt of the subject memorandum, the
Applicant has begun discussions with County Staff regarding appropriate mitigation.
Upon completion of these discussions, recommendations from Staff for inclusion with
the SEPA declaration are anticipated.
I trust that the above information has adequately addressed your concerns. Please give
me a call with any questions.
Attachments
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ESTIMATED DAILY TRIP DISTRIBUTION/ASSIGNMENT
FIGURE 3
Rev. 08 02 05
Geralyn Reinart. P.E.
1319 Dexter Ave. N., #103
Seattle, WA.
Discovery Bay Golf Course
Jefferson County, WA.
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Geralyn Reinart, P.E.
1319 Dexter Ave. N.. 6103
Seattle. WA.
ESTIMA TED AM PEAK HOUR TRIP ASSIGNMENT
FIGURE 4
Rev. 08 03 05
Discovery Bay Golf Course Page
Jefferson County, WA. F-4
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Geralyn Reinart. P.E.
1319 Dexter Ave. N.. #103
Seattle. WA.
ESTIMA TED PM PEAK HOUR TRIP ASSIGNMENT
FIGURE 5
Rev. 08 03 05
Discovery Bay Golf Course
Jefferson County, WA.
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