HomeMy WebLinkAbout20190395 Wesley PUD Amendment Creighton Manning Corr 3-27-19 ENGINEERS
Creicjhton
PLANNERS March 27, 201 V40 Manning
9
SURVEYORS
Mr. David Carr
The LA Group
40 Long Alley
Saratoga Springs, NY 12866
RE: Trip Generation Evaluation, Wesley Health Care Center Expansion, City of Saratoga
Springs,Saratoga County, New York; CM Project No. 119-022
Dear Mr. Carr:
Creighton Manning Engineering, LLP (CM) has conducted a Trip Generation Evaluation for the
proposed expansion of the existing Westley Health Care Center located at 131 Lawrence Avenue
in the City of Saratoga Springs. This assessment is based on information provided in the "Sketch
Plan," prepared by your office included under Attachment A.
1.0 Project Description
The existing Wesley Community is a health and housing development that is comprised of
Woodlawn Commons which includes senior apartments and assisted living units, Embury
Apartments that consists of affordable senior housing, and the Wesley Health Care Center which
provides long term nursing care for aging adults who have significant chronic medical needs. The
proposed expansion includes the following projects:
• Project E — Expansion of the Wesley Health Care Center from 84,050 square-feet (SF) to
103,550 square-feet; however, the number of available beds will be reduced from 342 to
318 in order to accommodate larger rooms (2019).
• Project F—Construct 2,000 SF maintenance garage (2020).
• Project G—Construct 100,000 SF apartment building with 100 rooms (2020).
• Project H—Construct a 25,000 SF memory care building with 52 beds (2021).
• Project I —Construct an 8,000 SF office building (2021).
Access to the site is currently provided via Daniel Street to the north, Embury Drive to the east,
and Lawrence Street to the south. The site plan indicates that Lawrence Street will be extended
through the development to intersect Clement Avenue creating a new access into the site
approximately 315-feet west of Clinton Street. As noted above, the proposed expansion is
expected to be completed in 2021.The project location is shown Figure 1.
2.0 Trip Generation Assessment
Trip generation determines the quantity of traffic expected to travel to/from a given site. The
Institute of Transportation Engineers (ITE) Trip Generation, 10th edition, is the industry standard
used for estimating trip generation for proposed land uses based on data collected at similar uses.
The trip generation for the proposed expansion of the Wesley Community was estimated using
the following land use codes (LUC):
• LUC 255—Continuing Care Retirement Community— Project E
• LUC 221— Multifamily Housing (Mid-Rise)—Project G
2 Winners Circle • LUC 254—Assisted Living—Project H
Albany,NY 12205 • LUC 710—General Office Building—Project I
518,446.0396(p)
518A46,0397 (f)
www.crnellp.ccrn
Mr. Dave Carr
March 27,2019
Page 2 of 3
It can be expected that there is the potential for interaction among the residential and office land
uses within the multi-use site. An internal capture rate can generally be defined as a percentage
reduction that can be applied to the trip generation estimates for individual land uses to account
for trips internal to the site that are not made on the neighboring street system; however, in order
to provide a conservative assessment, an internal capture rate was not applied to the trip
generation estimate.
Table 1—Trip Generation Summary
Units/Beds AM Peak Hour PM Peak Hour
Land Use or Gross
Floor Area Enter Exit Total Enter Exit Total
Existing Wesley Health Care Center 342 units 41 24 65 26 41 67
Project E-Proposed Wesley Health Care Center 318 Units 38 21 59 25 38 63
Project E-Wesley Health Care Center Delta -24 units -3 -3 -6 -1 -3 -4
Project G-Apartment Building 100 units 9 25 34 27 17 44
Project H-Memory Care Building 52 beds 6 4 10 5 9 14
Project I-Office Building 8,000 SF 8 1 9 2 8 10
Total New Trips 20 27 47 33 31 64
The proposed site is expected to generate 47 new vehicle trips during the AM peak hour and 64
new vehicle trips during the PM peak hour. Traffic generated by the proposed project was
distributed onto the surrounding roadway network based on probable travel routes of residents
and employees. It is expected that approximately 30 percent of site generated traffic is expected
to travel to and from the east via Embury Drive, approximately 50 percent will travel to and from
the south via Lawrence Street, while the remaining 20 percent will travel to and from the north
via Daniel Street and the new access connection. This distribution of traffic results in 14 new
vehicle trips to and from the east, 24 new trips to and from the south, and nine new vehicle trips
to and from the north of the site during the AM peak hour.The distribution of traffic also indicates
that the site will result in 19 new vehicle trips to and from the east, 32 new trips to and from the
south, and 13 new vehicle trips to and from the north of the site during the PM peak hour.
The magnitude of the new vehicle trips generated by the site is less than the New York State
Department of Transportation (NYSDOT) and ITE threshold of 100 site generated vehicles on any
one intersection approach for needing off-site intersection analysis.This guidance was developed
as a tool to identify locations where the magnitude of traffic generated has the potential to impact
operations at off site intersections and screen out locations from requiring detailed analysis that
do not reach the 100-vehicle threshold and are unlikely to require mitigation. The anticipated
traffic volumes from the proposed expansion of the Wesley Community will be well below the
100-vehicle threshold indicating that additional detailed intersection analysis is not needed and
that the site generated traffic will be accommodated by the existing roadway network.
3.0 Conclusions
Based on a review of site generated traffic, it is not anticipated that the proposed development
will have an adverse impact to adjacent intersections on Clement Avenue, Clinton Street,and Van
Dam Street.The trip generation estimate indicates that this project will generate a total of 47 new
vehicle trips during the AM peak hour and 63 new vehicle trips during the PM peak hour. The
anticipated overall trips and distributed trips to the surrounding roadways are well below the ITE
Mr.Dave Carr
March 27,2019
Page 3 of 3
and NYSDOT 100-vehicle threshold indicating that the site generated traffic will be
accommodated by the existing roadway network.
If you have any questions regarding the above trip generation assessment, please feel free to
contact our office.
Respectfully submitted,
Creighton Manning Engineering, LLP
FF-64-7,
Mark Nadolny
Associate
N:\Projects\2019\119-022 LA Group-Wesley Health Care\Working\Traffic\Report\119022_LA Group-Westley Health Care trip gen Itr_20190313.docx
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