Granville D&H Trail Crossings and Resurfacing Recommendations

Granville D&H Trail Recommendations – FINAL Technical Memorandum
Village of Granville D&H Rail Trail
Crossings and Resurfacing Recommendations

Memo To: Mr. Jack Mance, Senior Transportation Planner Date: February 21, 2025
Adirondack/Glens Falls Transportation Council

From: Barton & Loguidice, D.P.C. (B&L) File: 1896.011.001

I. Introduction:
On behalf of the Village of Granville, the Adirondack/Glens Falls Transportation Council (A/GFTC) and
Barton & Loguidice, DPC (B&L) have prepared this Technical Memorandum to evaluate potential
improvements for a 4.75-mile section of the Delaware and Hudson (D&H) Rail Trail from Depot Street to
the Vermont border. The Village, in coordination with the Lake Champlain-Lake George Regional
Planning Board and the US EPA, recently completed a Community Action Plan for the Recreation
Economy for Rural Communities program. This plan established several goals and action items in the
Village including conducting a signage assessment and to improve the rail trail. Some improvements
have already been implemented including installing benches and landscaping along the trail. This report
provides a comprehensive overview of the existing conditions of the surface of the D&H Rail Trail and
roadway crossings within the noted limits of the Rail Trail and provides improvement recommendations.

Figure I-1: Project Location
Source: Google Earth

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FINAL Technical Memorandum
Village of Granville D&H Rail Trail
Crossings and Resurfacing Recommendations

II. Existing Conditions
This section contains general information about the existing conditions along the D&H Rail Trail project
corridor. The existing conditions were assessed using ArcGIS Survey123, a mobile application enabling
real-time data collection. B&L personnel visited the trail corridor on August 29, 2024 to assess and
document the existing conditions utilizing the application to record data on surface conditions, signage,
pedestrian crossings, and other significant elements along the corridor. Each recorded data point was
supplemented with a photograph and a corresponding GPS location.

A. Land Use and Community Context
The D&H Rail Trail is a recreational resource, extensively used by
pedestrians, cyclists, and joggers, as well as functioning as a
snowmobile trail during the winter season. The trail exhibits
significant variability in its conditions and surrounding land use.
Starting at Depot St., the northern end of the study limits, the trail
passes through a densely wooded area. To the north of Granville,
it is surrounded by open fields and residential homes, with the
landscape characterized by natural forest and open terrain. As it
progresses southward, the trail enters the downtown setting, where
it passes through the central part of the Village, integrating with local
community features such as small businesses, restaurants, stores and residential homes. Southeast of
Village the segment of the trail transitions back to a mixed landscape of open fields and densely wooded
areas.

B. Trail Characteristics
The geometry of the trail, including surface conditions, width, and clear width, were systematically
documented throughout the corridor. Beginning at Depot Street, it was observed that the original gravel
surface has been overtaken by grass in many areas, although the trail is still mowed and maintained to
its full width in most locations. Despite the growth of
grass altering the surface composition and covering
parts of the original surface, the overall effective width
of the trail remains fully maintained. This grass-covered
surface extends for the first 1.5 miles from Depot St to
North St. (CR 24). Then from CR 24 to Main Street (0.5
miles), the trail surface was predominantly gravel,
though grass had started to impede from the edges.
From the Station House to Water Street (0.2 miles), the
trail was entirely grass with no visible remnants of the
former trail surface or rail bed. The trail then crosses
over the Mettawee River via a bridge before meeting
up with Water Street. This 0.1 mile section of the trail
has a gravel surface on each approach to the bridge.
From Morrison Ave. to Church Street, a 4 ft. wide
asphalt path was present (0.06 mi). For the following 0.5 miles southeast of Village, the trail remained
largely grass-covered, the final 1.9 miles that continued to the south consisted mainly of gravel, with
occasional grass strips along the center in certain sections.

Figure II-1 – D&H Trail Next to
Station house Bed and Breakfast.

Figure II-2- Trail Section Between Depot St. and CR 24

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FINAL Technical Memorandum
Village of Granville D&H Rail Trail
Crossings and Resurfacing Recommendations

The clear width was measured from the edge of the
gravel trail to the edge of the adjacent vegetation,
with the total clear width calculated by summing the
clear space on both sides of the trail from the edge
of the trail to the edge of the pavement. The trail
width refers to the distance across the gravel surface
itself. In cases where the trail shoulder was
distinguishable, the clear width plus the trail width
were combined to determine the effective width. In
areas where no clear boundary existed between the
shoulder and trail surface, the total distance from
the vegetation on one side to the vegetation on the
other was recorded as the effective width (See
Figure II-3 for details). The average effective width is
approximately 19 ft., with a minimum recorded width of 10 ft. at one location between Depot St and CR
24.

The right-of-way (ROW) along the trail varies considerably, ranging from sections as narrow as 20 ft. to
others as wide as 130 ft. Across the evaluated section, the average ROW was determined to be 72 ft.

C. Signage
A comprehensive assessment of signage along the D&H Rail Trail identified a total of 113 signs. This
includes signage intended for both trail users and motorists at roadway crossings. Specifically, 33 signs
are pedestrian crossing warning signs intended to alert drivers. Six of the seven crossings had some level
of crossing signage for drivers. Additionally, 50 signs conform to the Manual on Uniform Traffic Control
Devices (MUTCD) standards, providing clear guidance and information for trail users. The remaining 30
signs serve various functions, including navigational aids and informational displays about the trail.

D. Crossings
A total of seven roadway crossings of the trail were reviewed for
conformance with the current design standards for multi-use trail
crossings, including the American Association of State Highway
and Transportation Officials (“AASHTO”) Guide for the
Development of Bicycle Facilities 2012, NYSDOT Highway Design
Manual (HDM), 2023 Manual on Uniform Traffic Control Devices
(MUTCD), FHWA Guide for Improving Pedestrian Safety at
Uncontrolled Crossing locations, and the Empire State Trail Design
Guide (further referred to as the “Trail Design Standards”). Of
those evaluated, five crossings included painted crosswalks to
enhance visibility of the crossing location. The trail crossing of CR
24 was the only crossing with advance warning signage for vehicles
and this signage was only present for southbound traffic. Additionally, several intersections featured
pedestrian crossing signs but lacked MUTCD-compliant elements, such as signage on both sides of the
crosswalk and both front and back of the sign post. Table II-1 provides a detailed summary of the
signage documented at each crossing.

Figure II-3: Measurement Diagram

Figure II-4 – Water Street Crossing

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FINAL Technical Memorandum
Village of Granville D&H Rail Trail
Crossings and Resurfacing Recommendations

Trail Crossing Signage􀀃
Intersecting􀀃
Street􀀃Sign􀀃
Posts􀀃
Trail Crossing􀀃
W11􀀃15􀀃W16-7p(Bicycle/􀀃(Arrow)􀀃Ped)􀀃
Advance Warning􀀃
W11􀀃15Sign􀀃W11-15p (Trail􀀃(Bicycle/􀀃Posts􀀃X-ing)􀀃Ped)􀀃
W16-9p􀀃
(Ahead)􀀃
North Street􀀃
Main Street􀀃
Water Street􀀃
Morrison Ave􀀃
Church􀀃
Street􀀃
E Potter Ave􀀃
Andrews lane􀀃
2􀀃
2􀀃
1􀀃
2􀀃
2􀀃
2􀀃
0􀀃
4􀀃4􀀃
4􀀃4􀀃
1􀀃1􀀃
2􀀃2􀀃
2􀀃2􀀃
2􀀃2􀀃
0􀀃0􀀃
1􀀃1􀀃1􀀃
0􀀃0􀀃0􀀃
0􀀃0􀀃0􀀃
0􀀃0􀀃0􀀃
0􀀃0􀀃0􀀃
0􀀃0􀀃0􀀃
0􀀃0􀀃0􀀃
1􀀃
0􀀃
0􀀃
0􀀃
0􀀃
0􀀃
0􀀃

Table II-1-Trail Crossing Signage

The roadway classifications and traffic data for each roadway crossing were reviewed on the NYSDOT
Traffic Data Viewer to assist in the analysis of each roadway crossing on the D&H Rail Trail. See table III-2
below.

Trail Crossing Traffic Data􀀃
Intersecting Street􀀃Roadway􀀃Posted Speed􀀃AADTClassification􀀃Limit (MPH)􀀃
85th Percentile􀀃
Speed (MPH)􀀃
North Street􀀃
Main Street􀀃
Water Street􀀃
Morrison Ave􀀃
Church Street􀀃
E Potter Ave􀀃
Andrews􀀃lane􀀃
Rural Minor Collector􀀃2,373􀀃30􀀃
Rural Minor Collector􀀃4,346􀀃30􀀃
Rural Local􀀃No Data􀀃30*􀀃
Rural Local􀀃No Data􀀃30*􀀃
Rural Major Collector􀀃2,997􀀃30􀀃
Rural Local􀀃No Data􀀃30􀀃
Rural Local􀀃No Data􀀃30*􀀃
38.2􀀃
29.7􀀃
No Data􀀃
No Data􀀃
31.6􀀃
No Data􀀃
No Data􀀃

*No speed limit posted, 30mph assumed based on roadway characteristics

Table II-2- Crossing Traffic Data

Each crossing was also assigned an accessibility rating based on compliance with the Americans with
Disabilities Act (ADA). Elements of ADA compliance include the presence of a curb ramp, detectable
warning strips (DWS), slope of curb ramp, whether or not the pavement surface is flush with the edge of
the curb ramp, and the overall condition of the pavement in the crosswalk. The crossing located on Main
Street was the only crossing identified as fully accessible, meeting all relevant ADA criteria including curb
ramps on both sides of the crossing. The remaining crossings were rated as partially accessible,
indicating that improvements are needed to achieve full ADA compliance.

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FINAL Technical Memorandum
Village of Granville D&H Rail Trail
Crossings and Resurfacing Recommendations

In addition to the roadway crossings, there were six driveway crossings, including one that passes
through an active farm where vehicles, livestock, and heavy equipment frequently cross. The high
volume and type of traffic at this crossing may impact trail user safety, warranting further consideration
in the trail’s design and operational planning. The remaining driveway crossings appear to exhibit low
traffic volumes and are not expected to significantly affect trail user access or safety.

Figure II-5 Crossing though active farmland

E. Other Notable Features
Additional features documented along the trail include three bridges and three culverts. A New York
State Department of Environmental Conservation (DEC) posting was also observed, located in a small
stream next to Saint-Gobain Performance Plastics indicating an ongoing spill investigation in the area.

Within the farm section located at the Kenneth
property (parcel ID 108.-1-3.4), the farm’s operations
and much of its infrastructure are situated within the
trail right-of-way, utilizing dirt roadways on and across
the existing trail. The farm appears to use the trail ROW
for its regular operations as well as an area for storing
cow hutches. Additionally, the trail features a cow pass
located beneath it, which is a component of the farm’s
infrastructure. The cow pass stands approximately 7 ft.
high, resulting in a steep and unstable slope that trail
users must navigate. Figure II-7 displays a photograph of
the steep slope. It should be noted that this location is
outside of the Village of Granville and is assumed to be
under the jurisdiction of NYS Office of Parks and
Recreation. As such, no improvements are changes have
been proposed under the auspices of the current analysis.

Figure II-6 – Steep slope

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FINAL Technical Memorandum
Village of Granville D&H Rail Trail
Crossings and Resurfacing Recommendations

III. Recommended Improvements
A. Trail Surface
This trail surface comparison will consider factors such as durability, maintenance requirements, and
user safety to determine the most appropriate material for ensuring long-term functionality, improved
usability, and overall trail sustainability. The trail surface material selected should be installed to
establish a 10-12 ft. wide trail with 2-5 ft. shoulders on each side, as recommended by the Empire State
Trail Design Guide. Additionally, this design guide recommends that trails accommodating snowmobile
use should have a width of 12-14 ft. (10 ft. minimum) to ensure safe operations during winter. As noted
in the field reconnaissance, the existing average effective width is 19 ft., therefore it is feasible to
establish a recommended trail width of 12 ft. with 2 ft. shoulders along this corridor.

1. Asphalt Surface
An Asphalt surface provides a smooth, durable top course that enhances accessibility for a variety of
users, including pedestrians, cyclists, and individuals with mobility impairments. Asphalt is well-suited
for trails due to its longevity and minimal maintenance requirements. The smooth, paved surface also
improves user comfort and safety, especially for cyclists, in-line skaters, and wheelchair users, reducing
the likelihood of rutting and
erosion.

Asphalt is best suited for
snowmobile trails in areas where
snow accumulates 1 ft. or more
and consistently covers the
surface. This snow layer acts as a
protective barrier, reducing wear
on the asphalt from snowmobiles’
studded tracks, which could
otherwise wear on the trail
surface.

Figure III-1-Kingston Rail Trail, Ulster County

Asphalt also offers a significant
advantage over gravel in terms of snow removal efficiency in areas that are not used as a snowmobile
trail. Plowing a paved surface is more straightforward and results in less wear on maintenance
equipment, as the smooth solid surface allows plows to glide over its surface. Furthermore, asphalt is
less susceptible to damage from snowmobiles compared to gravel, which can be displaced or eroded
during winter use, leading to a more durable and lower-maintenance surface throughout the year.

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FINAL Technical Memorandum
Village of Granville D&H Rail Trail
Crossings and Resurfacing Recommendations

2. Crushed Stone
An alternative to the traditional hard surface material, is a crushed stone aggregate surface course that
is bound by clay particles. The natural materials of this surface course appeal to the environmental
setting of the project by maintaining the natural aesthetic and feel of the D&H corridor, blending with
the surrounding environment. Examples of this durable stone course system use includes the D&H Canal
Trail in the Town of Mamakating, NYS OPRHP Minnewaska State Park, the Rockefeller State Park
Preserve, and the Ashokan Rail Trail in Ulster County.

Figure III-2 D&H Canal Trail, Town of Mamakating

Crushed Stone paths provide a durable and relatively flat surface, making them suitable for various
types of trail users. While crushed stone trails can be ADA compliant, they may not offer the same level
of convenience and smoothness as other surface materials, such as asphalt. Crushed stone is susceptible
to vegetation growth impeding the trail width from the sides of the trail, which can occur if the trail is
not regularly maintained.

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FINAL Technical Memorandum
Village of Granville D&H Rail Trail
Crossings and Resurfacing Recommendations

3. Cost Estimate
The cost estimate below for both an asphalt and stone surfaced trail assumes that full excavation of the
existing trail material is needed due to the heavy presence of organic material that is present within the
existing trail limits. Constructing the trail on top of the existing material could lead to pre-mature failure
of the trail system. Additionally, the clearing and grubbing line item includes trimming back the
vegetation that is encroaching onto the trail corridor. The estimate includes the cost of resurfacing the
entire length of the trail system. Cost per mile have been included below the table as well to facilitate
phase improvement planning.

Village of Granville -D&H Rail Trail Resurfacing
Cost Estimate
Items of Work / Road Crossing Asphalt Trail
Surface
Crushed
Stone
Surface
Lighting
(Entire Trail)
ASPHALT SURFACE COURSE $ 1,127,471 —
CRUSHED STONE TOP COURSE -$ 386,031 $ –
SUBBASE STONE $ 501,600 $ 501,600 $ –
EXCAVATION $ 445,867 $ 445,867 $ –
CLEARING AND GRUBBING $ 50,000 $ 50,000 $ –
LIGHTING $ -$ -$ 1,400,000
MISCELLANEOUS —
ITEMIZED CONSTRUCTION SUBTOTAL: $ 2,125,000 $ 1,384,000 $ 1,400,000
FIELD CHANGE ORDER (5%)
MOBILIZATION (USE 4%)
CONTINGENCY / RISK (10%)
$ 106,250 $ 69,200 $ 70,000
$ 89,300 $ 58,200 $ 58,800
$ 212,500 $ 138,400 $ 140,000
PRIVATE CONTRACTOR SUBTOTAL: $ 2,534,000 $ 1,650,000 $ 1,669,000
ENGINEERING / APPROVALS $ 506,800 $ 330,000 $ 333,800
CONSTRUCTION INSPECTION $ 304,080 $ 198,000 $ 200,280
FEDERAL-AID PROJECT COSTS: $ 3,344,900 $ 2,178,000 $ 2,203,100

Cost / Mile
ITEMIZED CONSTRUCTION SUBTOTAL: $ 448,000 $ 292,000 $ 295,000
PRIVATE CONTRACTOR SUBTOTAL: $ 534,000 $ 348,000 $ 352,000
FEDERAL-AID PROJECT COSTS: $ 705,000 $ 459,000 $ 464,000
Table III-1: Trail Resurfacing Cost Estimate

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FINAL Technical Memorandum
Village of Granville D&H Rail Trail
Crossings and Resurfacing Recommendations

B. Trail Crossings
The seven (7) road crossings were evaluated by assessing the existing features that are present at each
location, such as signage, pavement markings, detectable warning strips, etc. The crossings were then
compared to standardized crossing features established by the Trail Design Standards to determine if
features are missing and what improvements should be made to each crossing.

An ideal at-grade roadway crossing has a variety of features present that warn the trail users that there
is a roadway crossing present, and that warns roadway users that pedestrians and bicyclists may be
crossing the roadway. The emphasis of safety should be placed on both interactions equally as it is both
users responsibility to operate safely at crossings. Nearly all of the crossings evaluated need some level
of improvements to the warning signs posted at and in advance of the trail crossing. At a minimum, each
crossing should have pedestrian/bicyclist warning signs (B) and a crosswalk (A) installed at the location
of the trail crossing, and advanced pedestrian/bicyclist crossing warning signs (C). The advanced
pedestrian warning signage should be installed 200 ft. from all of the seven D&H Rail Trail crossings. See
figure below from the Empire State Trail design guide.

Figure III-3: Trail Crossing Components

On roadways with higher vehicle volumes, or where drivers regularly fail to yield at the crossings,
additional measures, such as Rapid Rectangular Flashing Beacons (RRFB) should be installed at the
crossing to increase pedestrian and cyclist safety. Additionally, all pedestrian warning signs should be
made of retroreflective fluorescent yellow-green sign sheeting and should also include the
retroreflective sign post strip for enhanced visibility.

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FINAL Technical Memorandum
Village of Granville D&H Rail Trail
Crossings and Resurfacing Recommendations

1. CR 24

This crossing currently includes some of the recommended signage, including pedestrian crossing signs
and advance warning signage, (only provided for southbound traffic). It is recommended that advance
warning signage be installed south of the crossing to alert northbound traffic of the crossing.

Due to the existing speeds on the roadway reportedly exceeding the posted speed limit, Rectangular
Rapid Flashing Beacons (RRFBs) should be installed at this location in addition to the standard
pedestrian-bicycle crossing signage. RRFBs are high-intensity flashing yellow beacons mounted on
standard pedestrian warning signs at
uncontrolled crosswalks, see Figure III-4 for an
installed example. These beacons are activated
by pedestrians pressing a button before
crossing. RRFB installations are cost-effective
and have been proven to significantly improve
motorist yield rates at marked crosswalks. The
beacons can be powered by either solar energy
or a connection to the electrical grid. For this
installation, two beacon assemblies should be
positioned on the west and east sides of CR 24, with flashing beacons installed on both sides of the posts
to provide coverage for each approach to the crosswalk.

During the evaluation of existing conditions, it was noted that both sides of the pavement have a slight
drop from the pavement edge to the trail surface, making the trail inaccessible to users with disabilities
and inconvenient for cyclists. To address this, a curb ramp should be installed across the full width of the
trail, providing a smooth transition from the trail to the roadway. To meet ADA compliance, the curb
ramp must include detectable warning strips (DWS) covering the entire width of the trail. This design will
improve accessibility for pedestrians and cyclists, ensuring a seamless transition between the roadway
and the trail. For specific signage requirements at each crossing, refer to Table III-2.

The crosswalk is currently oriented at an angle across the roadway. The crossing distance is 75 ft. and
prolongs pedestrian exposure to traffic. It is recommended that the crosswalk be reconfigured so that
the crossing is perpendicular to the roadway, which will reduce the crossing distance to 26 ft. and
therefore, reduce the time to cross the road.

2. Main Street
Figure III-3: RRFB Installation

The Main Street crossing appears to have been recently
constructed, featuring a painted crosswalk and ADA-compliant
curb ramps equipped with detectable warning strips. Proper
signage is also in place to warn motorists of the crossing.
Advance warning signage should be installed 200 ft. prior to
the crossing in each direction. For specific signage
requirements at each crossing, refer to Table III-2.

Figure III-5: Main St Crossing

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FINAL Technical Memorandum
Village of Granville D&H Rail Trail
Crossings and Resurfacing Recommendations

3. Water Street, Morrison Ave, E. Potter Avenue
Water Street, Morrison Avenue, and E. Potter Avenue are all low-volume local roads used primarily for
residential traffic. Each crossing has faded or missing crosswalks and missing signage. The crosswalks at
each location should be repainted using the “NYSDOT Type LS” design (the same type as installed at the
Main St. crossing), which includes parallel stripes and ladder bars for enhanced visibility. The pavement
markings should be applied with epoxy paint containing glass beads for retro-reflectivity or retro-
reflective thermoplastic to ensure long-term durability and improved visibility, particularly at night.

In addition, a concrete slab similar to one described on CR 24 equipped with detectable warning strips
should be installed at all three crossings to meet ADA compliance. Each crossing must be marked with
signage on both approaches to the crosswalk, clearly indicating that pedestrians and cyclists may be
crossing the roadway in this location. Each post should have signage on both the front and back,
providing left and right crosswalk markings from the driver’s perspective. For details on recommended
signage at each crossing, refer to Table III-2.

4. Church Street
Church Street was identified as having the highest AADT among all the evaluated crossings with 2,997
vehicles per day. The current crossing features a
recently painted crosswalk with grass approaches on
both sides. However, these grass approaches exhibit
an elevation difference between the trail and the
edge of the pavement, making the crossing
inaccessible for users with disabilities and
inconvenient for cyclists. To address this issue, a curb
ramp matching the width of the trail should be
installed, with detectable warning strips spanning the
full width of the trail. This will provide a smooth
transition from the trail to the roadway while
ensuring compliance with ADA standards.

Additionally, the crosswalk is currently oriented at an
angle across the roadway, creating an 80 ft. crossing
distance and prolonging pedestrian exposure to
traffic. It is recommended that the crosswalk be
reconfigured so that the crossing is perpendicular to
the roadway, reducing the crossing distance to 30 ft.
and reducing the crossing time by more than 50%.
Reconfiguring the crossing to achieve a perpendicular alignment would likely necessitate minor property
acquisition to accommodate the trail adjustment.

The crossing currently includes warning signs on one side of each post. Signage should be added so it is
present on both sides of the posts, ensuring visibility from both directions of the crossing. Finally,
advance warning signage should be installed 200 ft. in advance of the crossing. See Table III-2 for details
on recommended signage. Additionally, due to the higher traffic volume, Rectangular Rapid Flashing
Beacons (RRFBs) should be installed to enhance driver awareness of the crossing location.

Figure III-6: Church St Crossing

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FINAL Technical Memorandum
Village of Granville D&H Rail Trail
Crossings and Resurfacing Recommendations

5. Andrews Lane
Andrews Lane is a low volume gravel roadway, utilized by local traffic only. The crossing currently lacks
warning signs for drivers and does not have a painted crosswalk due to the gravel surface. This
evaluation identified an elevation change between the roadway and the trail, making the crossing
inaccessible to users with disabilities. It is recommended that this crossing be re-graded by adding
material to create an ADA compliant slope up to the roadway surface on both sides. A concrete curb
ramp with DWS should also be added at the crossing. The surface material of this slope should match
the existing trail surface to maintain consistency. Additionally, signage indicating the trail crossing from
both directions should be installed. See Table III-2 for detail on recommended signage.

Recommended Trail Crossing Signage􀀃
Intersecting􀀃
Street􀀃Sign􀀃
Posts􀀃
Trail Crossing􀀃
W11􀀃15􀀃W16-7p(Bike/􀀃(Arrow)􀀃Ped)􀀃
Advance Warning􀀃
W11􀀃15􀀃W11􀀃15pSign􀀃(Bike/􀀃(Trail X-Posts􀀃Ped)􀀃ing)􀀃
W16-9p􀀃
(Ahead)􀀃
North Street􀀃
Main Street􀀃
Water Street􀀃
Morrison Ave􀀃
Church Street􀀃
E Potter Ave􀀃
Andrews lane􀀃
0􀀃
2􀀃
1􀀃
0􀀃
0􀀃
0􀀃
2􀀃
2􀀃2􀀃
0􀀃0􀀃
3􀀃3􀀃
2􀀃2􀀃
2􀀃2􀀃
2􀀃2􀀃
4􀀃4􀀃
0􀀃0􀀃0􀀃
0􀀃0􀀃0􀀃
0􀀃0􀀃0􀀃
1􀀃1􀀃1􀀃
0􀀃0􀀃0􀀃
2􀀃2􀀃2􀀃
0􀀃0􀀃0􀀃
0􀀃
0􀀃
0􀀃
1􀀃
0􀀃
2􀀃
0􀀃

Table III-2- Recommended Crossing Signage

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FINAL Technical Memorandum
Village of Granville D&H Rail Trail
Crossings and Resurfacing Recommendations

6. Cost Estimate
The total cost to implement the aforementioned improvements at each roadway crossing is shown in
the table below. A full breakdown by roadway crossing and improvements is included in Appendix 2, if
the Village wishes to make these recommended improvements incrementally.

Village of Granville – D&H Rail Trail
Road Crossing Improvements
Cost Estimate
Items of Work / Road Crossing Itemized
Total
SIGNS $ 10,500
STRIPING $ 10,500
ADA RAMPS / CONCRETE LANDING $ 60,000
RRFB’S $ 50,000
TRAIL APPROACH (Trail material, grading) $ 21,000
MISCELLANEOUS $ –
WORK ZONE TRAFFIC CONTROL $ 15,200
ITEMIZED CONSTRUCTION SUBTOTAL: $ 152,000
FIELD CHANGE ORDER (5%) $ 7,600
MOBILIZATION (USE 4%) $ 6,800
CONTINGENCY / RISK (20%) $ 30,400
PRIVATE CONTRACTOR SUBTOTAL: $ 196,800
ENGINEERING / APPROVALS $ 40,000
CONSTRUCTION INSPECTION $ 30,000
FEDERAL-AID PROJECT COSTS: $ 266,800

Table III-3: Roadway Crossing Improvement Cost Estimate

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DRAFT Argyle Pedestrian Improvement Plan

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Argyle Pedestrian Improvement Plan

DRAFT August 2024

I. Project Background, History, and Goals
Over the course of the last few years there have been several efforts to identify potential improvements to the pedestrian facilities in and around the Village of Argyle. In particular, two in-depth planning efforts were undertaken; the 2018 Argyle Pedestrian Network Extension Study, which examined potential connections to the Dollar General, and the 2022 Argyle Sidewalk Assessment conducted by the Argyle Improvement Association.
This plan intends to incorporate and build upon these previous efforts by developing concepts, streetscape typologies, and cost estimates for pedestrian amenities in and around the Village.
II. Project Area and Jurisdiction
The study area includes most of the Village of Argyle as well as portions of the surrounding Town. See Figure 1 for study area boundaries. Within the study area, Main Street (NYS 197 & NYS 40) and Sheridan Street (NYS 40) are under the jurisdiction of NYS Department of Transportation (NYSDOT). In terms of County Roads, Washington County has jurisdiction over County Route 47. All other roads within the study area are Village-owned.
A. Maintenance Responsibility
Under NYS Highway Law, the maintenance of sidewalks along State routes is the responsibility of the local municipality. This includes both corrective and preventative maintenance. Although NYSDOT may choose to construct or repair sidewalks, in most cases municipalities elect to undertake sidewalk projects on their own by seeking grant funding. Historically, as long as the facilities meet applicable State design standards, NYSDOT is usually amenable to grant the necessary work permits and may also provide limited technical assistance or project coordination in certain cases.
During the course of “pavement alteration” projects on State highways, NYSDOT is required to make any necessary repairs or upgrades to existing curb ramps which are located along the roadway to bring such facilities into compliance with ADA guidelines. It is anticipated that the next round of pavement preservation undertaken by NYSDOT within the Village (currently slated for the 2024 construction season) will include a number of improvements to curb ramps as well as the introduction of marked crosswalks. These locations have been integrated into the concepts proposed in section IV of this document.

B. Pedestrian Infrastructure Condition
In July 2023, staff from the Lake Champlain-Lake George Regional Planning Board assessed existing pedestrian infrastructure to determine accessibility according to the standards of the Americans with Disabilities Act (ADA). Sidewalks and curb ramps were rated as Not Accessible, Less Accessible, More Accessible, and Fully Accessible according to criteria used by NYSDOT. This data was collected using a GIS smartphone app developed by Warren County GIS staff.
The results of the assessment can be seen in Table 1

Table 1 – ADA Statistics, Sidewalks and Curb Ramps*
1 – Not Accessible: 0.56 miles of sidewalk
1 – Not Accessible: 9 curb ramps
2 – Less Accessible: 0.31 miles of sidewalk
2 – Less Accessible: 8 curb ramps
3 – More Accessible: 1.04 miles of sidewalk
3 – More Accessible: 2 curb ramps
4 – Fully Accessible: 0.02 miles of sidewalk
4 – Fully Accessible: 0 curb ramps
*As of 2023 there were no marked crosswalks in the study area.

C. Roadway Characteristics
The state highways within the study area have varying shoulder widths. In some areas, wide shoulders are used for on-street parking. In certain places, especially near the funeral home, the current roadway striping is insufficient to accommodate demand for on-street parking. Curbing is present in some locations but is inconsistent. Public outreach indicates that drainage is an issue, especially in areas where curbing is insufficient.
County Route 47 is a two-lane marked highway with narrow shoulders. Although vehicles frequently park along the grassy shoulder for events at the American Legion, there is no designated on-street parking. There are no curbs along this roadway.
The Village-owned streets are narrow, unmarked roadways. Curbing is inconsistent, leading to significant drainage issues during storm events. Some residents and visitors park on the grassy area between the sidewalk and road, which can lead to degraded vegetation, rutted turf, and occasional blockages of the pedestrian facilities.
1. AADT and Speed
Traffic volume, as expressed in Average Annual Daily Traffic (AADT), is listed in Table 2 below. Traffic counts are conducted by NYSDOT on a periodic basis for all State-owned and federal-aid eligible roadways as well as a sampling of local roads. The % of truck traffic has also been included for reference.
In terms of vehicle speed, data was collected for the Argyle Sidewalk Extension Study in 2018, with additional data collected in 2024 for this study by the consultant team at Creighton Manning, a GAI Company. All locations were within the 30 MPH posted speed limit.
It is worth noting that all speed data collected indicated that the 85th percentile speed (i.e., the speed at which 85% of drivers drive at or below) was above the posted 30 MPH speed limit. Although vehicle speed did not appear to play a significant factor in the crash data as reviewed in Section II.C.2, the consistent trend of vehicle speeds above the posted limit is a factor to be considered for pedestrian crossings and streetscape design.
2. Crash History
Crash statistics for the study area were accessed using NYSDOT’s CLEAR Safety tool. The most recent five years of data (03/31/2018 – 03/31/2023) were pulled to capture pre-pandemic conditions. In this period, 23 accidents occurred. In terms of severity, three involved injuries while the remaining 20 were property damage only. One of the noted injury crashes, located near 37 Sheridan Street, involved serious injury to a pedestrian.

III. Initial Public Input
After discussing multiple formats and options, the project steering committee elected to gather the initial round of public input via a paper survey and mapping exercise. This option was judged to be the most accessible to the community. Copies of the survey were distributed by members of the Argyle Improvement Association (AIA) at the Thistle Day event on Saturday, September 30, 2023. In addition, the survey was made available at the Argyle Free Library and the Post Office. The survey was closed on October 30, 2023.
A. Public Survey Results
Sixty-eight (68) surveys were completed, providing a thorough cross-section of residents and visitors to Argyle. In terms of the survey questions, 56% of respondents indicated that they regularly walk within the Village, while 76% said they would walk more often if the sidewalk conditions improved. The biggest concern regarding walking was safety.

In addition to the survey questions, respondents were invited to share their opinions regarding the locations of potential crosswalks as well as the replacement and/or installation of new sidewalks. The most desired locations for crosswalks included:
* Main Street/Sheridan Street (35 votes)
* Sheridan Street/East Street (25 votes including nearby votes for a crossing at the library)
* Main Street/Barkley Avenue/Post Office (25 votes split between a crossing at Barkley and a crossing at the Post Office)
* School/Firehouse (9 votes)
* Sheridan Street/CR 47 (8 votes)
In terms of the most desired locations for existing sidewalk repair or replacement, the most popular locations were Main Street from Sheridan Street to West Road and Sheridan Street from Main Street to just past East Street. New sidewalks were desired in the following locations:
* NYS 40 from Argyle Central School to Firehouse
* Sheridan Street between East Street and Argyle Central School
* Main Street from Sheridan Street to Dollar General
* East Street

In addition, respondents were given the opportunity to provide additional ideas or concerns. These responses included:
* I can’t use my skateboard
* Lots of people walk to Dollar General. A sidewalk and crosswalk would be awesome!
* Mud on “sidewalk” on s. side of Sheridan is like ice when wet. VERY BAD!!
* Difficult sidewalks make using a stroller impossible
* For exercise we choose to walk in rural areas/roads as opposed to the Village. Argyle Rec Field and the school offers walking for walkers.
* Dogs
* It is difficult to cross to the Post Office.
* Crossing Rt-40/Rt-197 is at the pedestrian’s peril; traffic in the village is too fast and there are no crosswalks.
* Drainage
* There is no safe way to cross the street to Dollar General!
* I would walk more if my street had a sidewalk. It is too dangerous to walk.
* Crosswalks near Stewarts would be very beneficial
* [Regarding the intersection of County Route 47 and State Route 40] Can we square this to a T so people coming off Route 40 are not going 65
* Sidewalks are rough
* Would walk if sidewalk were safer
* Walking our kids & dogs is difficult.
* How about sidewalk with curbs
* Protect the school kids
* I would like to see a crosswalk or two available to Argyle School students and pronounced sidewalks

B. Argyle Improvement Association November 2023 Meeting
The results of the public survey were presented to the AIA during the November 2023 meeting. After discussing the survey and initial delineation of Priority Locations and Streetscape Typologies (see Section IV), a number of additional suggestions were made. In addition, the discussion provided additional context regarding the history of pedestrian-related issues within the village. Specific topics of discussion included:
* Regarding the locally-owned streets, sidewalks were only ever installed on one side of the roadway. This may complicate efforts to install sidewalks along both sides of the street (as opposed to re-establishing sidewalks which once existed).
* Although West Road was not a major focus of the survey results, it should be included within potential streetscape typology areas (see Section IV).
* There is an existing Village access road that links the back of the Highway Department property on Route 40 to the Prospect Hill Cemetery, which is a popular place for locals to walk. This access road could potentially be used to create a loop for pedestrians, in conjunction with other improvements.
* The idea of creating a more direct pedestrian access to the Argyle Recreation Field was discussed. All agreed that improved pedestrian access was needed. Some felt that having additional entries could make it more difficult to keep track of children during large events and that one entryway was sufficient.
* The need for improved storm drainage and/or curbs was discussed, especially in areas where decades of road repaving have raised the elevation of the travel lanes. Ultimately this will require an engineering solution.
* Recent repaving and restriping on NYS 197 near the MB Kilmer Funeral Home has reduced the availability of on-street parking. Although the overall roadway width has not changed, the shoulder on the west side of the roadway has been reduced in width due to the placement of pavement markings. Vehicles still park along the shoulder in this location, but often encroach on the travel lane.
IV. Priority Locations and Streetscape Typologies
Using the results of the public survey and subsequent AIA input, Priority Locations and Streetscape Typology areas have been delineated. These can be seen in Figure 8.
Priority Locations refer to discrete intersections where crosswalks are desired. These concept plans should take into account traffic volume and speed, intersection stopping sight distance, streetscape elements such as trees and benches, pavement markings, lighting, and signage as appropriate. The locations shown in Figure 8 are approximate; see section IV.A for recommended crossing location details. In addition to the five crossing locations listed in Section III.A above, the crossing location at the Dollar General previously identified in the 2018 Argyle Sidewalk Extension Study is to be incorporated by reference.
Streetscape Typologies refer to roadway cross-sections which may include sidewalks, snow storage, curbing, on-street parking (if needed), streetscape elements such as trees and lighting, and travel lanes, as appropriate. The exact boundaries of the typology areas have not been designated; the boundaries in Figure 8 are approximate. The three typologies are:
* Village Core, which features higher-density mixed-use development, high traffic volumes, and on-street parking
* Village Connectors, which have lower-density mixed-use development, high traffic volumes, higher vehicle speeds, and limited on-street parking
* Neighborhood Streets, which feature higher-density residential development, low traffic volume and speed, and may integrate on-street parking or grass snow storage

A. Recommended Improvements
1. Pedestrian Crossing Concepts
Due to the potential for pedestrian/vehicle conflict, crosswalks are a critical component of a safe, comfortable pedestrian network. There are several factors which influence the design and location of pedestrian crossings. These include:
* Visibility. Good crossing locations will allow drivers to see pedestrians waiting to cross the street, to give vehicles enough time to yield properly. Visibility is often a combination of sufficient street lighting and signage as well as infrastructure design that allows for adequate sight distance so that pedestrians are not blocked by parked cars or other features.
* Sidewalk alignment. Many pedestrians seek the most efficient route of travel. As such, crosswalks should be aligned with existing sidewalks wherever possible to reduce the likelihood of pedestrians crossing at unmarked locations.
* Predictability. Through effective signage, drivers should be able to anticipate the potential for pedestrian activity, especially in mid-block locations.
* Crossing distance. Where possible, it is usually desirable to reduce or minimize the length of crosswalks to limit the potential for pedestrian exposure to vehicles. Shorter crossings are also more comfortable for those with mobility challenges. In locations with overly wide travel lanes and/or shoulders, crossing distance can be reduced through curb bump-outs. However, the tradeoff of curb bumpouts is reduced on-street parking and the potential for more complicated snow removal.
The following section of this report contains excerpts of concept plans for the recommended pedestrian crossings. For the full version of the drawings, see Appendix A.

 

a) Main St./Sheridan St.
The Main Street and Sheridan Street intersection forms the heart of the Village of Argyle. This location carries the most traffic within the Village and also provides access to a convenient store/gas station, restaurant, hardware store, and local bank branch. In addition, there is a vacant lot which is often used as a pull-off for freight truck drivers and area residents for pop-up farm stands.
Currently, this intersection does not feature any crosswalks, despite having sidewalks on all approaches. As such, many pedestrians cross at existing business driveways or wherever they happen to park their car on-street. This makes it difficult for drivers to anticipate predictable locations where pedestrian activity might occur.
The upcoming NYSDOT repaving includes the establishment of painted crosswalks and ADA accessible curb ramps on the east and south approaches to the intersection. In addition, this plan recommends the addition of a crosswalk and associated curb ramps on the north approach, as shown in Figure 9. The concept also includes the establishment of new curbing and sidewalks along the southeast corner of the intersection. This will define the edges of the existing vacant lot, which will improve access management and reduce the potential for pedestrian/vehicle conflicts while also improving the aesthetics of this important community node.
b) Barkley Ave/Town Hall/Main St. (NYS 40)
This section of Main Street is home to the Argyle Town Hall and a US Post Office, while Barkley Avenue provides access to the Argyle Presbyterian Church and the Community Garden. As such, there is a fair amount of pedestrian activity on this section of roadway, which was also noted as a priority area during the public survey. As part of the NYSDOT pavement project, a crosswalk and curb ramps will be added to Barkley Avenue.
Several alternatives for Main Street crossing locations were considered, including the north and south side of Barkley Avenue as well as a mid-block crossing at the Post Office. Ultimately, the north side of Barkley Avenue was selected based on factors such as sight lines, existing driveways, and the alignment with existing sidewalks. See Figure 10.
To improve the visibility of pedestrians, this concept also calls for the establishment of a “no parking” zone for approximately 20’ on either side of the crosswalk. This is a critical safety factor to ensure that parked cars do not block the visibility of pedestrians from drivers on the roadway. As an option to further increase visibility, an RRFB could be considered during detailed design, in coordination with NYSDOT.
c) Sheridan Street/Elm Street/Library
The East Street/Sheridan Street intersection provides access to the Argyle Free Library, an important community resource. The library has no off-street parking lot, making on-street parking a priority. The parking lane on the north side of Sheridan Street is wide and heavily sloped, which increases the crossing distance for pedestrians. In addition, there is no curb ramp; users with mobility challenges or pushing a stroller must use a nearby driveway to get access to the sidewalk. Other factors which influence the location of a crosswalk include existing street lighting on the southwest corner of the intersection, and the alignment of existing sidewalks along the west side of East Street.
To address these issues, the proposed concept plan includes creating a short pedestrian bump-out in front of 25 Sheridan Street with a crosswalk to align with the sidewalk on East Street (see Figure 11). This will result in displacing approximately 2 on-street parking spaces. However, two mitigations are proposed to make up for this impact. First, it is recommended that the on-street parking spaces should be delineated with pavement markings. This will result in more efficient utilization of the space that currently exists. In addition, the existing grassy buffer/maintenance strip to the east of the driveway at 25 Sheridan Street could be removed and replaced with on-street parking. This scenario maintains a meaningful amount of green space in front of the private residence while creating additional parking for the library.
d) Sheridan St./County Route 47
A crossing is proposed on the east leg of the three-way intersection of Sheridan Street and County Route 47, as shown in Figure 12. This location provides access to the proposed sidewalk to connect to the American Legion and Prospect Hill Cemetery. No crosswalk is currently proposed for County Route 47; however, if sidewalks are installed on the south side of Sheridan Street in the future, a crosswalk should be considered at that time.
e) Sheridan St./School/Fire Department
Establishing a connection between the school and Highway Department/Fire Department is a major priority for both residents and stakeholders. These facilities are heavily used by the community for a variety of events. For example, students walk to the Fire Department for field trips; the Fire Department is also the designated evacuation location for the school. In addition, there is a pedestrian connection between the rear of the Highway Department property and the Prospect Hill Cemetery.
GIven the existing sidewalks within the Argyle Central School property as well as sight distances, it is recommended that the crosswalk be located in front of the Highway Department. This would require the construction of an additional sidewalk/sidepath on the north side of the road to connect to the school as well as sidewalks on the south side of the road to connect to the Fire Department. (See Figure 13). As an option to further increase visibility, an RRFB could be considered during detailed design, in coordination with NYSDOT. Although not strictly pedestrian-related, other options to reduce driver speed (and thereby improve pedestrian safety) could include the installation of speed feedback signs and the establishment of a reduced speed school zone.

2. Streetscape Typologies
The elements of roadway design are contingent on a variety of factors including surrounding land use, vehicle speed, stormwater drainage, right-of-way width, and traffic volume. As such, not all streets are built the same.
To capture the character and context of the Village of Argyle, three streetscape typologies were developed. These represent generic idealized snapshots of the road network; for any given location, certain elements may need to be adapted to fit the available right-of-way. The design standards and guidance below were excerpted from NYSDOT Highway Design Manual, the AASHTO Guide for the Development of Bicycle Facilities, and the NACTO Urban Street Design Guide. The streetscape elements include:
* Travel Lanes. The minimum standard for travel lanes in most situations is 10’; wider lanes may be desirable to accommodate larger vehicles such as freight trucks or agricultural equipment. However, lane width is also correlated strongly with vehicle speed; in general, drivers will go faster as lane widths increase. In a village setting with a 30 mph speed limit, it is therefore recommended to keep lane widths below 12’.
* Parking Lanes/Shoulder. A 4’ shoulder is generally accepted as the minimum width to accommodate cyclists, while the minimum width for a parking lane is 7’. However, larger vehicles such as light-duty trucks may not fit comfortably into the minimum guidelines; 8-9’ shoulders would allow for a wider variety of vehicles to park on-street.
* Curb/Gutter. Curbs are used both to channel stormwater and to provide vertical separation for sidewalks. Gutters or mountable curbs allow for stormwater channelization while also protecting the integrity of the pavement edge somewhat against degradation from vehicle traversal.
* Grass Buffer. Also known as a maintenance strip, this is the linear area between the shoulder and the sidewalk. This buffers pedestrians from traffic, provides a place for utility poles and mail boxes, and allows for snow storage in the winter. This can be occupied by low vegetation/grass or it may be paved with concrete or decorative pavement. To maintain vegetation, a minimum width of 3’ is preferred with an outside range of 2-6’. If space is not available within the right-of-way, the buffer can be eliminated; however in that case it is recommended that 6” curbs be installed to separate the road edge from the sidewalk and sidewalk width should be increased to 6’, preferably 8’, to provide extra separation from the roadway.
* Sidewalks. The ADA minimum standard width in most cases is 5’, although this can be reduced to 4’ in specific circumstances. For areas with higher traffic volume and greater pedestrian activity, it is usually recommended to place sidewalks on both sides of the road.
Not all roads will feature all elements. A description of the streetscape typologies is included below.
a) Village Core
The Village Core represents the heart of the community where the majority of commercial and community events take place. These roadways feature the highest pedestrian and traffic volumes and have right-of-way widths varying from 55’-70’.
Currently, most of this area features ad-hoc on-street parking along the road shoulder. Over many decades, curbs have become degraded in many locations as the state highways have been repeatedly paved over, raising the height of the pavement. In addition, parking incursions have reduced the viability of much of the grass buffer area, to the point where the on-street parking “lane” now abuts the sidewalk.
The proposed roadway section (Alternative 1, see Figure 14) would restore the curb and re-establish a grass buffer between the sidewalk and on-street parking. Even accounting for sidewalk widening to bring the facilities into compliance with ADA standards, this design concept would result in an overall narrowing of the road profile in many locations, essentially allowing for additional space to be used for front yards. As an option where right-of-way does not allow for parking on both sides, Alternative 2 (see also Figure 14) would instead have a shoulder on one side. Although this shoulder is not wide enough to allow for parking, the use of mountable curbs or concrete gutters would accommodate the occasional delivery truck or emergency vehicle to pull on to the grass buffer while still maintaining the integrity of the pavement edge.

b) Village Connectors
The density of commercial and residential land uses in these areas is lower than the core; however, there are still important pedestrian connections to be maintained and enhanced. Currently, there are sidewalks only on one side of the road. On the other side, the road shoulder meets the adjoining land without curbs; stormwater is accommodated via swales or direct absorption.
Two alternatives are proposed, as shown in Figure 15. Alternative 1 calls for sidewalks on both sides, which would maximize pedestrian connectivity. However, given that historically sidewalks were never established on both sides, this would require the support of dozens of property owners to achieve, which could make this a long-term prospect for implementation. Alternative 2 calls for sidewalks on one side, which would still improve pedestrian conditions overall, especially if improved crosswalks are installed as called for elsewhere in this plan.

c) Neighborhood Streets
Elm Street, East Street, West Street, and Barkley Avenue are representative of the traditional residential land uses found in villages throughout the northeast US. Currently, these un-curbed streets feature narrow sidewalks on one side only with 9-10’ travel lanes. Some residents choose to park on-street, pulling the vehicle into the grass buffer between the street and the sidewalk (or on to the lawn, in cases where no sidewalk exists). As a result, the edge of pavement and grass is degraded in many locations. Alternative 1, seen in Figure 16, would replace and improve the existing elements of the roadway. This would include an ADA-compliant 5’ sidewalk as well as a grass buffer with a mountable curb or concrete gutter, which would allow the current occasional on-street parking to continue while maintaining the edge of pavement. Alternative 2 includes sidewalks on both sides of the roadway (see sidebar for additional information).

V. Implementation and Next Steps
A. Cost Estimates
The following cost estimate information was broken down into several categories to enable the Village to prioritize future project phasing. These include:
* Intersection improvements, which encapsulate the pedestrian crossing concepts recommended in this report
* Sidewalk replacement, to bring all existing sidewalks up to ADA standard and establish any other features recommended in the streetscape typologies such as curbing
* New sidewalk construction (high priority), to install new sidewalks in locations which were identified as a higher need from the public survey and mapping exercise
* New sidewalk construction (low priority), to install new sidewalks in locations which were identified as a lower need from the public survey and mapping exercise, but would still provide pedestrian connectivity overall
These have further been broken down into logical segments as seen in Table 4, so that the Village may “mix-and-match” the project into discrete phases as appropriate. It should be noted that these estimates were created with the assumption that federal funding would be utilized, which involves material sourcing guidelines, labor regulations, and project elements such as construction inspection. These factors may not be relevant if construction is undertaken without federal aid. However, in all cases, public pedestrian infrastructure must be designed and built according to the standards of the Americans with Disabilities Act, regardless of the funding source used.
Table 4: Argyle Pedestrian Plan Cost Estimate Summary
Intersection Improvements
Construction Cost
Total Project Cost
Main St./Barkley Ave. Improvements: $53,000 construction/$69,000 total cost
Sheridan St./East St. Improvements: $76,000 construction/$99,000 total cost
Sheridan St./Main St. Improvements: $117,000 construction/$153,000 total cost
Sheridan St./Route 47 Improvements: $35,000 construction/$46,000 total cost
Mid-Block Crossing at School: $61,000 construction/$80,000 total cost
Subtotal – Intersection Improvements: $342,000 construction/$447,000 total cost
Sidewalk Replacements
East Side of Main Street (Sheridan to West): $173,000 construction/$225,000 total cost
West Side of Main Street (Argyle Laundromat to West): $493,000 construction/$641,000 total cost
North Side of Sheridan St (Main to Argyle Central School): $291,000 construction/$379,000 total cost
South Side of Sheridan St (Main to East): $70,000 construction/$91,000 total cost
South Side of Elm St (Main to East): $70,000 construction/$91,000 total cost
South Side of West Rd (Main to 360′ west of intersection): $30,000 construction/$39,000 total cost
North Side of Barkley Ave (Main to Presbyterian Church): $45,000 construction/$59,000 total cost
South of Barkley Ave (320′ south of Barkley along parking lot): $43,000 construction/$56,000 total cost
Subtotal – Sidewalk Replacements: $1,215,000 construction/$1,581,000 total cost
New Sidewalk Construction (High Priority)
East Side of Main St (Sheridan to Dollar General): $181,000 construction/$236,000 total cost
South Side of Sheridan St (East to County RT 47): $94,000 construction/$123,000 total cost
North Side of County RT 47 (Sheridan to Cemetery): $125,000 construction/$163,000 total cost
North Side of Sheridan St (Argyle School to Highway Dept): $45,000 construction/$59,000 total cost
South Side of Sheridan St (Argyle Highway Dept to Fire Dept): $33,000 construction/$43,000 total cost
West side of East St (Elm to Barkley): $87,000 construction/$114,000 total cost
North Side of Barkley Ave (Presbyterian Church to East): $48,000 construction/$63,000 total cost
Subtotal – New Sidewalk Construction (High Priority): $613,000 construction/$801,000 total cost
New Sidewalk Construction (Low Priority)
South Side of Sheridan St (County Rt 47 to Argyle Highway Dept): $319,000 construction/$415,000 total cost
North Side of Elm St (Main to East): $117,000 construction/$153,000 total cost
East Side of East St. (Sheridan to Community Gardens): $257,000 construction/$335,000 total cost
Subtotal – New Sidewalk Construction (Low Priority): $693,000 construction/$903,000 total cost
Grand Total – All Improvements: $2,863,000 construction/$3,732,000 total cost

B. Funding
Although some communities opt to make incremental infrastructure improvements through annual budget expenditures, most municipalities seek grant funding to offset the cost of large-scale capital construction projects all at once. For additional information concerning project phasing options, see section V.C. below.
1. Federally Administered Funding Programs
There are a number of federal grant programs that can be used to design and construct sidewalks and related pedestrian infrastructure. Given that programs are introduced and retired on a regular basis, the most comprehensive and up-to-date list of federal funding programs can be accessed on the FHWA website. This list includes programs which are administered by NYSDOT or A/GFTC (see below for more information) as well as programs which are solicited directly by the Federal Highway Administration. Specific programs of note which are solicited directly through FHWA include Safe Streets 4 All (SS4A) and the Active Transportation Infrastructure Investment Program (ATIIP).
2. State and Locally Administered Funding Programs
A/GFTC Make the Connection: The intent of this program is to improve the non-motorized travel network in the A/GFTC region by addressing gaps or deficiencies that discourage or physically impede efficient and safe bicycle and pedestrian activities. The local match for this program is 20%; in-kind labor is not allowed as a match source. This program is limited to design-only for project sponsors without direct federal-aid experience. The next round of MTC is anticipated to be released in fall 2024 and is administered directly through A/GFTC.
Transportation Alternatives Program (TAP): This program is administered by NYSDOT every other year and allows for the design and construction of a wide variety of bicycle and pedestrian infrastructure. Project applicants must compete within their applicable NYSDOT Region, in this case Region 1 which also includes the greater Capital District. The minimum federal share for each project is $500,000; with a 20% match of $125,000, the resulting minimum total project cost is $625,000.
Carbon Reduction Program (CRP): CRP funds may be obligated for projects that support the reduction of transportation emissions, including facilities for pedestrians, bicyclists, and other nonmotorized forms of transportation. In the A/GFTC region, applicants can seek CRP funding two ways: a limited A/GFTC-only allocation which is solicited as part of the overall regional Transportation Improvement Program or co-solicited with the TAP program through NYSDOT every other year. For the combined NYSDOT TAP/CRP solicitation, the TAP project minimums apply. As this is a relatively new program, it is recommended that potential applicants seek guidance from A/GFTC and NYSDOT Region 1 prior to seeking funding.
C. Project Phasing/Partnerships
To undertake a project of this magnitude, it may be desirable to phase the project or to seek opportunities to bundle the sidewalk construction with other projects, or to work with partners to reduce the overall burden on the Village. Some options include:
* Bundle with sewer/water upgrades. The Village is already exploring a variety of options for water and sewer infrastructure. In some cases, these projects would require digging up some of the existing sidewalks anyway, which could provide a logical opportunity to replace them with better pedestrian facilities. There may also be ways to use multiple funding sources to reduce local match requirements for grants.
* Phase design first. One option would be to pursue design for sidewalk and pedestrian improvements as a stand-alone project. This could be self-funded or grants such as MTC could be used. The benefit of this approach is that having a completed design and accurate cost estimates is a valuable metric for certain funding applications such as TAP, since many of the potential unknowns of construction have already been identified.
* Phase high priority locations first. Another option would be to seek funding for the highest priority locations, while leaving lower priority areas for the future. This would reduce the short-term financial impact to the Village. However, given recent historical inflation trends, it is likely that the cost of sidewalk construction even a few years in the future will be more expensive. In addition, this approach creates multiple seasons of construction, which could be frustrating for residents and business owners.
* Incremental improvements. Like many municipalities in New York, the Village already has a policy which allows for cost-sharing with residents and property owners for sidewalk improvements at individual parcels. Although in theory this should result in the incremental improvement of sidewalks, in practice very few property owners actually utilize this program. In addition, it is likely that there will be at least a few property owners who are unwilling to participate, leading to inconsistent sidewalk conditions. If those locations were then improved at the Village’s expense in the future, this could lead to frustration and resentment of any property owners who did contribute to improvements in good faith. The other drawback to this approach is that the repeated mobilization of contractors for short segments of sidewalk construction can be more expensive on a unit basis than undertaking longer sections at the same time.
A related concept would be to form a sidewalk district which would collect a nominal fee from property owners on an annual basis, which could then be used to fund future sidewalk improvements. This option would likely take several years to result in enough funding to make meaningful improvements, but it would eliminate the potential inconsistency inherent in the current local law.
* Explore local fundraising options. The Village of Argyle is an active, engaged community. Groups such as the Argyle Improvement Association and the local American Legion could potentially lead a large-scale fundraising effort dedicated to sidewalk improvements. Although it is unlikely that this would result in enough funding to completely offset a match for construction, it may be feasible to use this funding as a match for a design-only project or for a smaller-scale construction effort.
* Consider partnerships with Town and/or County. Although the main focus of this plan is on Village infrastructure, there are concepts which would require the involvement of the Town of Argyle and Washington County to bring to fruition. A multi-jurisdictional approach could not only reduce the administrative and/or financial burden on the Village but would also result in a more competitive application for funding.
D. Maintenance
Maintenance of pedestrian infrastructure is a key concern for any municipality. For the purposes of this plan, “maintenance” includes short-term upkeep, such as removing leaves, snow, and debris, as well as long-term preservation of pavement, drainage, and general infrastructure condition to ensure ADA accessibility. This section is intended to provide a general overview of issues related to pedestrian infrastructure maintenance.
1. Short-term maintenance
In New York State, many municipalities have enacted local laws which delegate the removal of snow, leaves, and/or other debris to the adjoining landowner; Argyle sets forth these provisions in Local Law 1 of 2007. However, some landowners may not be physically capable, available, and/or willing to engage in timely snow removal. Argyle’s regulation levies a fine in the case of noncompliance within a set time period, in this case 48 hours after a snowfall. Although this may be effective in some cases, not all municipalities have the capacity to enforce these types of violations. Another option would be to purchase dedicated snow-removal equipment and have municipal employees undertake the snow removal throughout the Village as needed. Although this will increase overall accessibility in the Village, it is also more expensive.
2. Long-term maintenance
Regarding long-term maintenance, Argyle’s sidewalk regulations state that “The owner of premises abutting on any street
or road who owns the property where a sidewalk has been laid shall repair, maintain, replace and reconstruct such sidewalk.” However, no guidance is included regarding standards for maintenance and repair and there are no references to the ADA. This could create some confusion as there is no clear threshold established for when repair and replacement should take place. In addition, as stated above, many property owners choose not to repair or replace their sidewalks, even though the Village of Argyle currently has a policy which enables cost-sharing to offset the expense.

These types of local laws, although very common in NYS, can lead to legal confusion with regards to property owner liability for injury related to poor pavement condition (i.e. trip-and-fall lawsuits) versus municipal requirements to maintain ADA accessibility under federal law. In general, although these types of local laws may lead to some incremental advances, they do not ensure consistent sidewalk maintenance in the long term. The most effective way to ensure that accessible, safe sidewalks are available is for the Village to undertake the design, construction, and long-term maintenance of the pedestrian infrastructure network.

Ultimately, the ADA states that municipalities are responsible for general upkeep of sidewalks to ensure they remain open and usable to persons with disabilities. However, in practice this may require a more nuanced interpretation of local, state, and federal regulations. Therefore, it is recommended that a land use attorney be consulted prior to enacting any local laws or policy. For a more in-depth overview, please refer to “Land Use Law and Sidewalk Requirements Under the Americans with Disabilities Act” published by the Real Property, Trust and Estate Law Journal, available here: https://ssrn.com/abstract=3019506

Glens Falls Middle School – High School Circulation Study

Study requested by the Glens Falls School District and the City of Glens Falls to identify transportation alternatives to improve safe and efficient access to Glens Falls Middle School and Glens Falls High School during arrival and dismissal periods.

Rural Workforce Transportation Plan

The following text has been provided to facilitate screen reader technology. For the full report including graphics, maps, and appendices, please refer to the pdf version.

Rural Workforce Transportation Plan
FINAL 12/13/2023

I. Key Findings
Transportation needs and gaps arise from a variety of factors, including geographic barriers, the high cost of housing and transportation, worker access to vehicles, gaps in the existing public transportation network and service, and a lack of alternatives to single-occupancy vehicle use.
Most rural workers travel to the Glens Falls area; however a significant number of workers travel within the region to other rural areas or outside the region to other urban centers such as Rutland, Bennington, Saratoga Springs, and the greater capital district.
Employers and business leaders have faced difficulties with attracting and retaining workers due to transportation issues; some efforts to address these issues on a piecemeal basis have met with limited success.
Traditional public transit systems will not be able to meet the demand of rural transportation; alternative transportation modes and new technologies may be able to address certain gaps.
There is no one-size-fits-all approach which will work for the entire region. Public-private transportation solutions could be developed to meet the specific needs of discrete locations.
High priority areas for potential pilot programs have been identified with a focus on the Village of Granville and the hamlet of Warrensburg. Additional priority areas may also have feasible potential for solutions depending on community and employer buy-in.
Local land use and development decisions do not always take into account transportation needs.

II. Introduction
A. Background
The issue of rural transportation needs has been an ongoing concern in the region. The Lake Champlain Lake George Regional Planning Board (LCLGRPB), which provides regional planning and economic development services throughout Clinton, Essex, Hamilton, Warren, and Washington Counties, identified rural workforce transportation as a topic of concern within the Forward Together: Economic Resiliency Plan (2021). Similarly, the Adirondack/Glens Falls Transportation Council (A/GFTC), which conducts transportation planning services in Warren and Washington Counties, and in the Town of Moreau (Saratoga County), has engaged in related planning efforts. Notably, the 2017 Rural Transportation Needs Assessment and Options Analysis and the 2018 Coordinated Human Services Transportation Plan examined rural transportation needs, though neither plan focused on workforce issues specifically.
To address this issue, the LCLGRPB and A/GFTC have collaborated to develop a Rural Workforce Transportation Plan for areas within the A/GFTC Metropolitan Planning Organization (MPO).
B. Goals
* Develop a comprehensive understanding of the transportation needs and gaps which hinder workforce participation in the region.
* Identify opportunities to improve connectivity of workers to employment centers.
* Identify transformative transportation infrastructure projects.
III. Existing Conditions Summary
A. Regional Overview
The geographic focus of this plan is on the A/GFTC Planning and Programming Area, which includes all of Warren and Washington counties as well as the Town of Moreau and Village of South Glens Falls in Saratoga County. For the purposes of this plan, the term urban core refers to the area comprised of the city of Glens Falls, the villages of South Glens Falls, Hudson Falls, and Fort Edward, as well as some surrounding areas of the towns of Queensbury, Kingsbury, and Fort Edward. (See Map 1). The remainder of the focus area is referred to as rural . This definition is distinct only for the purposes of this plan and does not reflect the official urban area boundary as delineated by the US Census. Within the rural areas, hamlets and villages may be referred to as rural population centers .
1) Existing Transit Service
Greater Glens Falls Transit (GGFT) began operation in 1984 through a collaborative agreement among eleven contiguous municipalities centered around the Glens Falls urban area from Lake George/Bolton Landing in the north, south to the Towns of Moreau and Fort Edward (see Map 1). It operates a fleet of eighteen transit vehicles and historically carried over 350,000 riders a year. With some exceptions, year-round service operates from 6:30am through 10:00pm Monday through Friday with a more limited schedule on Saturdays, with a service span of Lake George to Moreau/Fort Edward. GGFT also operates a summer season trolley bus service between Bolton Landing/Lake George and Glens Falls from late June through Labor Day (and on weekends in spring and fall).
GGFT has periodically studied and considered various scheduled transit services to the rural area but has consistently found insufficient demand to justify the local financial support required to make them feasible. The only recent exception to this was a pilot expansion of the summer trolley route which included occasional service to Warrensburg. This service has since been discontinued.
Like all small transit operators in New York, GGFT faced a significant, ongoing drop in ridership due to the COVID-19 pandemic. Although mandated restrictions on bus capacity have been lifted, ridership has not yet returned to historic levels. Another challenge exacerbated by the pandemic has been finding qualified drivers, especially for the summer trolley service. Despite these challenges, GGFT has nonetheless expanded access to transit in other ways. In particular, GGFT recently debuted a new mobile electronic fare payment platform to allow riders to purchase bus fare through a mobile app. This system also allows fares to be transferred electronically, which will allow bus tokens to be sent to anyone with a smartphone.
GGFT offers complementary paratransit service to individuals unable to access the fixed-route services. This service is branded as Freedom and Mobility Express (FAME). FAME is available for travel within mile of GGFT s fixed-route services and all passenger pick-ups and drop-offs must be within this area. The service is available during the fixed-route operating hours and based on the route schedule. Fares for FAME trips are double the fare on the fixed-route system.
In addition, GGFT partnered with CDPHP in 2021 to expand the Cycle! bikeshare system to the Glens Falls/Lake George area. The provision of low-cost bikeshare in the vicinity of two of the area s busiest transit hubs Ridge Street in Glens Falls and Beach Road in Lake George will benefit transit riders looking to make the first mile/last mile connection.
In terms of other transit services, the Capital District Transportation Authority (CDTA) historically maintained an extension of the Northway Express in South Glens Falls. This provided access to Saratoga, Clifton Park, and the larger Capital District area. However, this service was discontinued in 2020 with the onset of the Covid-19 pandemic.
In February 2023, GGFT and CDTA, in conjunction with the City of Glens Falls, proposed a merger between the two transit providers. This proposal was approved by the Warren County Board of Supervisors in May 2023. Under the terms of this transition, GGFT routes will be operated by CDTA; GGFT vehicles will be incorporated into the CDTA fleet and re-branded accordingly. In addition, to accommodate CDTA operating procedures, transit operations will be shifted from flag-down to fixed-stop service. As of November 2023, CDTA signs in the Glens Falls urban area have begun to be installed. Further operational changes may be undertaken as the transition progresses.
B. Demographic, Economic, and Transportation Conditions
To gain a thorough understanding of the characteristics of the population in the region, a variety of statistics were analyzed. These are summarized below; for the complete analysis including data, graphs, and maps, see Appendix 1.
* Population Density and Distribution: Villages and hamlets contain pockets of higher-density housing, services, and employment which service the surrounding rural area. The Village of Whitehall and the hamlet of Warrensburg contain the highest densities of population in the rural study area.
* Race and Ethnicity: The area has low rates of racial and ethnic diversity; however, distribution of minorities is unequal, with the hamlets/villages of North Creek, Bolton Landing, Lake George, Lake Luzerne, Granville, and Greenwich having higher percentages of minorities compared to the surrounding towns.
* Age: The highest concentrations of working age residents can be found in Chestertown, Lake George (village), Lake Luzerne, Whitehall, Fort Ann, and Salem. Hague, Horicon, Putnam, Dresden, and northern Queensbury had the highest concentrations of senior population.
* Education: The highest concentration of residents with a bachelor s degree or higher can be found in the towns of Queensbury, Lake George, Moreau, Greenwich, and Cambridge. Conversely, over 15% of residents in Whitehall, Hampton, Hebron, and portions of Granville, Fort Edward, and Glens Falls lack a high school diploma.
* Poverty Status: The rural population centers with the highest estimated rates of poverty are Argyle, Whitehall, and Granville. The tract with the highest estimated poverty rate was located in Hebron.
In terms of employment statistics, the following factors were examined:
* Unemployment Rates: After a rise in unemployment due to the COVID-19 pandemic, the region has largely recovered and current unemployment rates are comparable to 2019 levels. The rural population centers of Salem, Argyle, Chestertown, and Bolton Landing had higher unemployment rates than the surrounding area. Conversely, the towns of Kingsbury, Lake George, Putnam, and Dresden had the highest rates of unemployment when measured by census tract.
* Work-From-Home Rates: After peaking during the Covid-19 lockdowns, work-from-home rates have declined to about 7,500 residents, which is still significantly higher than pre-2019 levels.
* Labor/Industry Profile: A comparison of jobs by sector from August 2019 and August 2022 shows a loss of jobs across almost all sectors except for Natural Resources, Mining, and Mineral Extraction. However, the overall proportion of jobs has not changed, with the top three sectors comprised of Leisure and Hospitality; Trade, Transportation and Utilities; and Education and Health Services.
* Employment Clusters: There are discrete areas in which mostly rural residents work, namely Rutland, Bennington, and Manchester within Vermont, as well as the rural portions of Warren and Washington Counties.
To gain an understanding of the movement of residents throughout the region, as well as any transportation-related barriers and burdens which may be experienced by the population, the following analyses were completed:
* Commuting Patterns: Most travel for work flows towards the urban core or the capital district. However, there are some discernable patterns of commutation within the rural areas, for example between Whitehall and Vermont. There are minor travel patterns from the urban core area to Lake George, Warrensburg, Fort Ann, Granville, and Argyle.
* Employment Inflow-Outflow: Each rural population center was analyzed to compare inflow-outflow rates, which captures how many people travel into an area, stay within the area, or travel outside the area for work.
* Commute Distance: Over 60% of rural work trips are less than 15 miles. Another 26% are for trips of 16-30 miles; altogether, this indicates that 86% of work trips originating from these hamlets and villages are less than 30 miles.
* Access to Vehicles: The Village of Cambridge, City of Glens Falls, and towns of Whitehall and Hampton have the highest rates of population without access to vehicles.
* Transportation Cost Burden (TCB): This metric quantifies transportation costs as a percentage of income of the typical household for the region. The towns of Putnam, Dresden, and Argyle have the highest TCB rank.
* Areas of concentrated disadvantage: The towns of Hebron, Whitehall, Hampton, Granville, and Fort Edward have the highest ranks when considering combined disadvantage metrics according to criteria measured by the Federal Highway Administration (FHWA).
C. Survey and Stakeholder Input
Beginning in October 2022, the Lake Champlain-Lake George Regional Planning Board and its consultant partners conducted two surveys concurrently over a two-month time period. One survey was focused on those who work in the region while the other was focused on regional employers.
The surveys were marketed online and via social media campaigns. In addition, fliers were posted throughout the region, including at local libraries, town/county offices, and at Stewart s shops. Several employers and agencies also distributed this survey to their employees/constituents via email. Over 200 employees and 26 regional employers in Warren and Washington Counties completed this survey. It is important to note that, as these respondents elected to participate, the data below has some inherent limitations when compared to a true randomized sample.
* Transit limitations. Several participants noted that existing transit services could not accommodate the specific schedules or work locations, while there was a moderate number of responses indicating a willingness to use transit if it was available.
* Ridesharing limitations. According to employers, carpooling among employees is already occurring on a regular basis. Although this allows for those without a vehicle or license to attend work, the practice is not without downsides. For example, if the carpool driver is sick, on vacation, or not scheduled that day, the other employees may be without options to get to work.
* Incentives and opportunities. The surveys indicated varying levels of success with programs to provide transportation assistance. Bus tokens and gas cards can assist workers, but only if they live close to existing transit or have access to a vehicle. Direct transportation services, such as Tech Valley Shuttle and private taxis, were also utilized by individual businesses. However, the high cost of these services (in one case estimated at $10,000 per month) are not sustainable long-term. Discontinued programs, such as Wheels to Work and the Second-Chance program for previously incarcerated individuals, could also help fill gaps if these programs are re-instated.
* Housing. It was noted that affordable housing options are often located well outside of the areas served by transit or other transportation services. In a related issue, several large employers noted that the catchment area for their employees is outside of the A/GFTC area, which may complicate efforts to coordinate certain transportation solutions.
* Childcare. Several participants pointed out that a lack of affordable, convenient childcare compounds transportation issues.

 

 

IV. Rural Workforce Mobility Needs Analysis
To identify regional needs, the elements of a successful workforce transportation system must be clearly defined. These characteristics, or measures of success, can then be used to define the parameters of potential solutions.
It is important to note that no one program or project will fulfill every measure of success. However, identifying a range of potential solutions which work together can act as a framework to address most, if not all, elements.
A. Characteristics for Successful Rural Workforce Transportation:
* Availability and predictability: Aside from on-call positions, most jobs are scheduled at least a week in advance. For regular day-to-day commuting, workers need to have reasonable assurance that transportation services will be available when they need it, in a predictable fashion. In addition, transportation services must be available within a reasonable time before/after work (ideally no more than a 30-minute wait).
* Cost/Affordability: The link between transportation and employment can often seem to pose a chicken or the egg conundrum: those without the means or ability to own a vehicle find it difficult to get a job, which in turn further hampers any effort to get a vehicle. As such, any solutions proposed should take into consideration cost to the user; programs which are too expensive for the target audience to afford will be doomed to failure. Similarly, employer-focused solutions should also take financial sustainability into account.
* Technology: Many new transportation services are reliant on smartphone apps or web access. This poses a barrier to those without smartphones or who live or work in areas without reliable cell service. Options to allow scheduling over the phone are a must in order to accommodate these workers.
* Safety and accessibility: The employee survey indicated that 96% of respondents would be willing to walk up to a half mile to access a bus stop or carpool; a significant portion would walk up to a mile. However, many areas of the region lack dedicated sidewalks, or even wide road shoulders, which could feasibly accommodate pedestrians. These first-mile/last-mile issues are often related more to local transportation and land use decisions than they are to transit operations. In addition, not all workers are able to walk. Transportation service pick-up points should be located within a reasonable, safe walking distance of origin points and must accommodate accessibility from an ADA perspective.
* Flexibility: Although the daily commute can often be predicted well in advance, flexibility for emergency trips and/or errands is highly desirable. The ability to go home early or late, to deviate from the normal route to run errands, or to accommodate childcare drop offs/pickups, was cited as one of the main reasons workers choose to drive alone. Ideally, transportation services would also allow this flexibility to some extent.
B. Needs/Gaps/Barriers
With the parameters of a hypothetical system of transportation services now defined, it is important to take stock of the specific needs, gaps, and barriers which were revealed through the existing conditions analysis and the survey/stakeholder input. These also include general issues which could complicate the facilitation of programs and projects aimed at rural workforce transportation.
1) Travel from rural areas to urban core
The existing conditions data analysis of travel patterns indicates that the prevalent direction of travel for work trips flows towards urban core areas. This was also underscored by the results of the survey and stakeholder analysis. In particular, the existing condition analysis noted significant travel flow to the core urban area from Warrensburg, Lake George, Lake Luzerne, Whitehall, Granville, Fort Ann, Argyle, and Greenwich. To a lesser extent, this rural-to-urban pattern also applies to the following links: Greenwich to Saratoga/Wilton, Whitehall to Fair Haven/Castleton/Rutland Vermont, Cambridge to Bennington, Warrensburg to Saratoga/Wilton, and Warrensburg to Albany.
Together, these travel corridors represent probable areas of transportation need, as there are no established transportation services which allow for these movements aside from ad hoc ridesharing and/or incentive programs set up by individual employers. It can be assumed that there is a potential for additional workers in the rural areas to find jobs in the urban core but are prevented by lack of transportation.
One major barrier to providing transportation services between rural and urban areas is the low population density and diffuse land use patterns outside of the urban core. Smaller population centers may have the potential to act as collection points for rides to the urban area, but this might not accommodate workers in the most rural areas. In addition, workforce transportation needs are inherently somewhat fluid as workers change jobs or enter or leave the workforce, which can make it difficult to engage in route planning for transportation services seeking to fill this need.
Another barrier is that these travel patterns do not conform to established programmatic service areas. For example, a significant number of workers in Whitehall and Cambridge commute to Vermont. Even if there was a public transportation agency in Washington County which could provide workforce transportation, setting up a service which crosses state boundaries represents a major (though not unsurmountable) hurdle in terms of administration. Similarly, it has been historically difficult to establish a strong connection between downtown Glens Falls and Saratoga, due to the boundaries of the GGFT and CDTA service areas.
2) Travel within rural areas
Commute travel pattern data from the existing condition analysis indicates that movement between rural communities is more common for rural residents; fewer residents from the urban core travel to the rural areas for work. Although not the focus of this study, this also affects human service agencies and their clients.
Although the sparse travel patterns make it difficult to identify catchment areas, the inflow-outflow information seems to indicate three types of patterns: population centers that export workers, population centers that import workers, and population centers which are more or less balanced. For example, Whitehall, Warrensburg, Granville, Greenwich, Argyle, and Cambridge send more workers than they receive , which suggests that there may be potential for transportation services tailored to the workers who live in those areas and work elsewhere. Conversely, Lake George, North Creek, Bolton Landing, and Pottersville appear to be destinations for employment. When taken together, these patterns begin to suggest areas of probable need from a transportation perspective.
In terms of barriers, the same issues of low population density and fluid origin points stated above also apply to transportation within rural areas. In addition, employment centers in the rural areas may be located outside of hamlet areas, which complicates efforts to identify or create shared transportation services. However, one potential mitigating factor is that the work trip distance analysis indicates that most workers travel relatively short distances less than 30 miles. Potential transportation services could theoretically have a limited service area while still meeting the needs of many residents in and around these rural population centers.
3) Expansion of GGFT Schedule/Service Area
Survey responses and stakeholder outreach indicate that evening/weekend transit services do not adequately address the needs of employees. This is compounded by confusion regarding the services which currently exist; in some cases employers cited schedule conflicts based on outdated or inaccurate information. Previous efforts to provide night/evening service have met with mixed results; currently, evening/weekend services must balance rider demand with the lack of available drivers. There may be potential for complementary services, such as guaranteed ride home programs or after-hours transportation, to address gaps in scheduling.
Similarly, survey and stakeholder outreach indicated gaps in transit service coverage within the core urban area. Specifically, the industrial parks on Queensbury Avenue and to SUNY Adirondack (both the main campus and satellite Culinary Arts building in Glens Falls) were mentioned. It is important to note that these two areas have been the focus of specific outreach efforts and service proposals by GGFT. In particular, a route to the Culinary Arts building was the focus of a pilot service, which was later discontinued due to lack of riders.
One major barrier is the ongoing driver shortage at GGFT. Currently, large scale route and schedule expansions are unlikely unless this issue can be addressed. In addition, previous attempts at route and schedule expansion may indicate that merely providing service may not result in transit usage without additional support. As such, long-term transit planning efforts should also take into account the need for robust, ongoing efforts to attract and retain riders. This includes not only the transit provider but also employers and related economic development/planning agencies.
4) Vehicle Access and Affordability
Lack of consistent access to vehicles is one of the most difficult gaps in rural transportation to address. This can include not having a car at all; having only infrequent access to a vehicle; lacking resources to maintain, insure, and fuel a vehicle; and/or the inability to drive.
According to the existing conditions analysis, lack of access to a vehicle affects up to 15% of working age residents in certain rural areas. Individuals and households without vehicles are sometimes located far from community centers or hamlets, making access even more difficult. In addition, many towns were noted to have an especially high Transportation Cost Burden by the Justice40 parameters set by FHWA.
Lack of vehicle access is an issue can affect almost anyone without warning, in the case of a car crash, financial difficulties, or changes in the household due to death or divorce. For those looking to learn to drive, driver s education courses may not be accessible either. As such, vehicle access represents a distinct gap facing the region.
Obviously, the cost of vehicle purchase and maintenance are the largest burdens in this case. Some programs exist to address these issues on an individual basis; see section V.F for more information. Although providing vehicles to workers and families is a beneficial goal (and often results in reduced burden on human service agencies as a whole), it cannot address large-scale gaps on a regional basis.
Although ridesharing is often suggested as a solution to this issue, stakeholder input indicated it can cause problems for both employees and employers if the rideshare driver is unavailable due to sickness or vacation. In that case, employees may face lost wages and employers must deal with multiple absences. Potential solutions should take into account the need for consistent scheduling and access to rides as well as addressing the root financial or logistical needs for those seeking to gain access to a vehicle.
Another potential long-term solution would be to increase the number of jobs located within walking distance of the rural population centers, thereby reducing the need for a vehicle during the daily commute.
5) Housing and Childcare
Although these issues do not necessarily constitute transportation challenges, the lack of affordable housing and childcare options can complicate or prevent access to employment. In some cases, an employment center may be accessible from a transportation perspective, but the transit or work schedule might not allow for childcare drop-offs/pickups. Similarly, if housing costs are not in line with wages, those with limited transportation options might be forced to choose between a roof over their heads or a job. Local land use decisions may also fail to take the housing-transit connection into account, leaving transportation operators in a reactive, rather than proactive, role.
These concerns may fall outside of the scope of achievable solutions identified in this plan. However, it is crucial to note the interconnected nature of the issues. Without considering housing and childcare needs, even a perfectly balanced array of transportation solutions will fail to meet the needs of vulnerable populations.
6) Coordination gaps
The issues related to transportation and employment in the rural areas are further complicated by a lack of coordination among relevant agencies and constituents. Bringing together the interests of economic development, public transit, transportation, employment services, education, planning, local municipalities, and vulnerable populations is no small task. Indeed, this is not an issue unique to the region; across the U.S., the field of mobility management continues to grow and evolve in recognition of the importance of providing coordination to identify and implement potential solutions.
As mentioned previously, administration and funding can constitute a barrier to increased coordination. Government agencies are limited to specific geographic areas of influence; as such, the potential for projects and programs often ends at the border, leaving few options for workers and employers that span more than one municipality, region, or state.
C. Opportunities:
Although the list of transportation needs and barriers can seem overwhelming, there are also several promising opportunities within the region.
1) Merger of Transit Providers
In February 2023, GGFT and CDTA, in conjunction with the City of Glens Falls, proposed a merger between the two transit providers. This proposal was approved by the Warren County Board of Supervisors in May 2023.
Although it is too soon to predict how transit service may change in the A/GFTC region as a result of this merger, there is a possibility of an eventual increase in the available resources for transit marketing, technological innovation, and new service modalities. Specifically, CDTA will be undertaking a Transit Development Plan, which could take into account the merger and identify opportunities for service efficiencies. In addition, the merger will raise awareness of transit issues in general, which can build support and engagement in the community.
A merger may also result in stronger transit connections between the Glens Falls area and the greater capital district. Although this may not directly benefit rural residents, it represents a step forward for connectivity within the region as a whole.
2) Funding Availability
Recent expansion of transportation funding has increased financial opportunities through FTA and FHWA. Through the Bipartisan Infrastructure Law, many established transit programs have seen increased funding allocations. In addition, new programs such as FTA s Helping Obtain Prosperity for Everyone (HOPE) are creating additional opportunities specifically for rural transit access. Cross-cutting projects which are targeted towards not only workforce issues, but increased mobility of seniors, low-income individuals/families, or the disabled communities, would likely be very competitive.
3) Technological Advances
Ongoing development and advances in data and technology have increased the availability of innovative transit solutions. This includes vendor-based programs and platforms, which reduce the need for small transit organizations to take on the burden of complicated, expensive technology. This, in turn, creates opportunities for dynamic routing/scheduling, which can make more efficient use of limited resources such as vehicles and drivers. Systems which rely on smaller vehicles also reduce the need for CDL drivers.
4) Collaboration and Innovation
Stakeholder input revealed that some employers are willing to explore collaborative and innovative solutions to transportation issues. This creates potential for private or public-private partnerships; not only do pooled resources usually stretch farther, but successful collaboration can increase the likelihood of obtaining grant funding under certain circumstances.
D. Geographic priority areas
Although the needs, barriers, and opportunities listed above apply to the whole region, certain areas are more affected than others. In addition, the specific combination of factors in each location may influence the viability of potential transportation solutions.
1. Granville: This Village has a very high Transportation Cost Burden as well as high percentages in terms of lack of vehicle access and low educational attainment. However, Granville is also home to several large employers and has a dense population center. At one point the Village was able to maintain a limited local transit service, which could indicate the potential for success for future efforts. There is also a fair amount of reciprocity in terms of workers traveling to and from Whitehall, which could indicate potential for services shared between the two villages.
2. Warrensburg: In terms of access to vehicles, educational attainment, transportation cost burden, worker outflow, population, and stakeholder input, Warrensburg represents a good candidate for workforce transportation programs. As with Whitehall, there have been numerous efforts to establish transportation services in Warrensburg in the last decade. GGFT has successfully expanded the seasonal trolley service to the hamlet in the past; however, this is not a year-round solution. There have also been efforts to establish a private livery/transit hybrid service, which never came to fruition. Warrensburg faces a specific challenge in that the worker outflow is relatively diffuse, with workers traveling not only to the core urban area but to Lake George, Bolton, and Chestertown. The hamlet also has significant worker inflow, which suggests that residents in the surrounding area would require travel into Warrensburg. Services in this area might also call for the inclusion of Bolton Landing and/or Lake George; if so, the high number of seasonal positions should be taken into account.
3. Whitehall: The Village of Whitehall stands out in terms of having a high working age population, low educational attainment, high numbers of limited access to vehicles, overall economic disadvantage, high worker outflow, dense population, and stakeholder input. Historically, this area was the focus of a pilot program which expanded GGFT routes along Route 4 to the Village of Whitehall. Fixed route transit did not prove to be viable in the long term and the pilot was terminated over a decade ago. However, this underscores the regional need for transportation solutions focused on this area. As stated previously, plans for future transit or transportation services should integrate cross-border travel into Vermont.
4. Lake Luzerne: With a high transportation disadvantage, high TCB, and relatively high percentage of working age population, this hamlet is also relatively isolated from the rest of the county, which could limit potential transportation solutions. Additional analysis which includes Corinth and possibly Greenfield may be warranted.
5. Pottersville/North Creek/Chestertown: These three hamlets have high transportation cost burdens; North Creek in particular also has a relatively high percentage of individuals without access to a vehicle. In addition, there is a minor, but discernable, pattern of reciprocity for work trips between the three hamlets, which might indicate the potential for services in this area. The heavy reliance on seasonal jobs may pose an additional layer of complication.
6. Greenwich/Cambridge/Salem: These three population centers are relatively isolated from the rest of the County. Despite their proximity to each other, there is not a significant discernable pattern of commutation between the three. However, there is some overlap among the outflow destinations. For example, both Salem and Greenwich send workers to the core urban area and Saratoga, while both Salem and Cambridge send workers to Bennington and Greenwich. There may be potential for certain service modes to strengthen these linkages, thereby increasing opportunities for workers in southern Washington County.
7. Fort Ann and Argyle: Although these Villages are not in proximity to one another, they share characteristic inflow/outflow patterns. In both cases, there is a strong outflow towards the core urban area, as well as a discernable inflow in the other direction. Depending on the service mode (such as commuter lines) there may be opportunities to strengthen these linkages in both directions.

 

V. Summary of Potential Transportation Options
There are a wide variety of potential transportation service models and initiatives which could be considered. This report includes as many options as could be identified. Relevant examples have been provided where possible; in particular, initiatives from within rural areas in New York State have been highlighted, since these solutions are more likely to be feasible in the A/GFTC region.
A. Fixed-route service:
This refers to transit service provided on a repetitive, fixed schedule basis along a specific route with vehicles stopping to pick up and deliver passengers to specific locations. Each fixed route service trip serves the same origins and destinations. In general, the population density for effective fixed-route service is 2,000 people per square mile, or 3 people per acre. GGFT operated fixed-route services in the urban core area with a combination of fixed stop locations and flag-down service.
* Fixed-route commuter services or shuttles allow for fixed-route transit to origin or destination clusters which may not otherwise meet density thresholds, such as industrial parks, college campuses, or isolated hamlets. These services are generally operated 1-2 times in the morning and evening. Although this may accommodate workers with traditional 9-5 schedules, it does not support off-peak shift work.
B. Flexible-route service:
This refers to transit service within a determined area which may deviate from set routes or points. Options include:
* Route Deviation: the vehicle may deviate from the scheduled route to stop at locations within a defined distance (for example, mile or 2 blocks) of the route. When this is done, the bus must return to the route where it deviated to continue service. Flexible routes are appropriate in areas where there is some clustering of origins and destinations, but not a high enough population density to support fixed route services. This service can support employment trips provided both origin and destination are located within the service area; however, timing may be less predictable than with fixed-route service.
* Checkpoint Service: a hybrid service in which vehicles serve designated stops at scheduled times but operate in demand-responsive mode between stops. Spontaneous travelers use the service by boarding and disembarking from buses at the designated checkpoint stops without advance reservation. Riders may access a demand-responsive service outside of checkpoints with advance reservation. There is no designated route between checkpoints. Since sufficient time must be built into the schedule to allow for the deviations between checkpoints, the overall running times between checkpoints are longer than they would be on a fixed route, but checkpoint stops are predictable. This service model can support employment trips provided both origin and destination are located within the service area; however, timing may be less predictable than with fixed-route service.
* Zone Service: provides limited transit access over a large area that could not otherwise support service. Zone service can assign fixed-route, demand-response, or other type of service to certain zones on certain days. Zone service is ideal for trips dedicated to occasional appointments or shopping but is not usually able to accommodate employment trips due to decreased frequency of the service.
C. Demand Response:
In this system, vehicles do not operate over a fixed route or on a fixed schedule; passengers must request a trip by contacting the transit agency or using a website or phone app.
* Subscription/Vanpool: passengers request repetitive rides on an ongoing basis. This works well for clustered origins or destinations and low daily frequency of demand (1-2 trips a day), making it a good option for employment trips. Vanpool services may also qualify for tax benefits for commuters. However, this service usually does not accommodate flexibility in terms of emergencies or schedule deviations.
* Advance Reservation: allows requests with a requirement for advance notice (3-72 hours is a common range). This can accommodate low-density origins and destinations in areas of low demand.
* Real-time Scheduling: operates similar to a taxi or ride-hailing service. Works best with high density areas and short trip distances. Allows for flexibility for emergencies or schedule deviations; however, trip timing may be unpredictable.
D. Microtransit/Mobility on Demand:
Similar to demand response service, microtransit is operated with smaller vehicles and may be contracted through a vendor. Mobile technology provides dynamic routing and curb-to-curb or corner-to-corner service; vehicles are usually vans or minivans, which can be operated without a CDL license. Many microtransit vendors will work directly with employers or on a subscription basis. For community-wide service, a mix-and-match approach can offer a variety of demand response types.

E. Ridesharing:
Also known as carpooling, this option encourages employees to share rides to work. This often occurs on an ad-hoc basis; however, employers or other agencies can opt to proactively facilitate this activity. The drawback to this approach is that employees who are dependent on the service may be unable to get to work if the driver is sick, on vacation, or otherwise unable to drive. In addition, jobs with flexible scheduling, such as retail and service positions, can make it difficult to arrange rides consistently. Ridesharing can also occur with employees of different businesses. This can be facilitated through individual coordination or with ridematching services such as 511NY. The A/GFTC area already has a dedicated rideshare portal, which also includes information regarding transit, traffic conditions, and park-and-ride lots.
F. Commuter Incentives:
This option includes direct or indirect subsidies to employees to reduce the cost of commuting and/or promote transit use. This can include a wide range of initiatives such as providing gas cards, ridesharing incentives, bus passes, car sharing, guaranteed ride home programs, or related perks. This can provide additional support to transportation-insecure employees who may face occasional issues getting to work. Since these initiatives may not provide direct transportation services, they are most useful as supplements to other programs.
* Wheels to Work Program: A transportation assistance program designed to support income eligible households in acquiring safe, reliable transportation so adults may get to and from work. The program helps low-income adults by coordinating the purchase of affordable/used vehicles, offering financial assistance for vehicle repairs, and general financial management skills. In some cases, these types of programs are offered exclusively to families with children. Although Warren County had a Wheels to Work Program, it was discontinued about ten years ago.
G. Volunteer Driver programs:
These systems rely on the services of volunteers to provide transportation which is scheduled in advance. In most cases, volunteers drive their own vehicles and are reimbursed for mileage. For this type of system to succeed, there must be an agency which provides oversight of the drivers, facilitates scheduling, and manages the funding sources and reimbursement process. Finding volunteers to participate is often difficult, especially with regards to trips on weekends and after business hours. This type of service is most useful to provide occasional trips to medical appointments or shopping, rather than regularly-scheduled work trips. However, in theory it could be useful for occasional work-related trips, as long as the rides can be scheduled in advance.
H. Transportation Service Option Comparison
Given the wide range of service modes and program options, this plan attempts to provide additional clarity regarding which options are most applicable for workforce transportation. This includes:
* Minimum required population density (high, medium, or low)
* Whether the service is appropriate to public (municipal), private, or public-private operation
* What type of trip demand is accommodated
* Whether the service accommodates variable origin and destination points
* The timing predictability
* Whether the service can accommodate schedule flexibility
* Overall determination of applicability for workforce transportation (high, medium, low)

Additional detailed analysis would be required to determine the viability of these options within specific priority areas of the A/GFTC region.
1) Options for Implementation/Operation
There are a number of public and private options to establish and operate transportation services. Some considerations include:
* Public agencies: In addition to transit operators, there are several public organizations which could potentially operate or manage transportation services. Indeed, some agencies already offer transportation service to specific groups such as seniors, veterans, and the disabled. A public operational model offers a number of benefits, including access to federal and state grants and broad applicability to the public at large. There may be opportunities to coordinate and collaborate with existing human service transportation providers as well. However, there may be geographic or other limitations which may pose difficulties to establish services that extend outside of the region. Service modalities which are more suited to public administration include fixed-route/commuter service, demand response/microtransit, and commuter incentives such as Wheels to Work.
* Private organizations: Businesses, chambers of commerce, or similar private organizations can also operate transportation services. In terms of benefits, private operational models are often nimbler and more flexible than public agencies, which means services can be set up and respond to changes in demand more quickly. However, access to grant funding is limited. In addition, employer-based transportation services only benefit the workers at that specific company rather than the region at large. Service modalities which are more suited to private operation include vanpool, vendor-based microtransit, enhanced ridesharing, and commuter incentives such as gas cards, transportation stipends, or bus tokens.
* Public-private partnerships: This option can tap into the strengths of both public and private organizations, allowing for a wide array of service modes. However, this requires a significant amount of coordination to maintain communication and collaboration. One option to foster this type of organizational structure would be a Transportation Management Association (see sidebar). The creation of an agency dedicated specifically to providing transportation oversight, management, and coordination could focus regional efforts and reduce inefficiencies.
VI. Next Steps/Priorities
1) Improve coordination and identify opportunities for collaboration and implementation.
For decades, various public and private agencies have attempted to increase coordination and expand transportation options, whether directed towards workforce issues, human service transportation, or public transit in general. However, these efforts have been hampered by legal limitations on authority, lack of resources or funding, or competing priorities. Given the opportunities afforded by the proposed transit merger, increased funding for transportation, and a renewed focus on economic development, the time is ripe to identify a champion to carry forth the priorities of the region. This could take the form of a staff position within an existing agency or a dedicated institution such as a Transportation Management Association (see sidebar).
Regardless of the administrative details, a key priority of this coordination should be to maintain momentum and continue to keep communication channels open, especially between the transit agencies, the business community, and the various public entities involved.
2) Identify location(s) for priority pilot projects and pursue needed analysis/collaboration for implementation.
As noted in section IV, there are several possible transportation options which may prove viable in the region, pending additional detailed analysis. This plan also identified priority locations based on various demographic, economic, and geographic factors. However, one factor which has not been accounted for is buy-in from the local municipal and business community. This participation will be crucial to take the next step in analysis and potential project/program development. Reaching out to these stakeholders to determine the level of interest should occur prior to developing a scope of work for implementation.
By combining the results of the geographic priority analysis and the transit option analysis, two possible locations for different pilot projects have been identified. These represent the locations with the most pressing needs while also creating the greatest opportunities for successful implementation of the identified modalities.
* Village of Granville: Employer-based Microtransit or Vanpool
As stated previously, the Village of Granville contains several large employers, imports a significant number of employees from other areas of the region, and is in itself a dense population center. In addition, the demographic and economic data provide strong evidence of the need for additional transportation services. These qualities, when combined, create a ripe opportunity for an employer-based microtransit or vanpool service pilot project.
In terms of next steps for implementation, a lead agency would need to be identified, such as the Regional Planning Board or another organization (see item 1 above). The lead agency should begin by canvassing large employers to determine the level of interest. Next, a Request for Information (RFI) could be developed in partnership with relevant stakeholders such as A/GFTC and CDTA. Pending the results of the RFI, funding could then be identified and sought through appropriate channels and/or public-private partnerships. A contract with the vendor would then be held by the lead agency to provide the proposed transit service. This service model is becoming more and more common throughout the US as more vendor-based transportation providers are established.
* Warrensburg/Central Warren County: Community-based Microtransit/Mobility Management
The central portion of Warren County, centered roughly around Warrensburg but extending east to Bolton Landing and south to Lake George, also represents an area of opportunity. As stated previously, the demographic and economic conditions in this area speak to a clear need for additional transportation services in general, and specifically regarding workforce transportation. In addition, municipal leaders and community stakeholders in Bolton Landing and Warrensburg have repeatedly sought out opportunities for expanded transit service, which might indicate a high level of community buy-in.
In terms of implementation, this area will be more complicated to address; the lack of large employers and the high number of seasonal jobs may make it difficult to identify year-round service hubs. Currently, the overwhelming majority of employees in Warrensburg and Bolton Landing travel south to the core urban area for work, though there is some cross-pollination between Warrensburg and Bolton Landing. Lake George Village currently has year-round transit service to Glens Falls, so theoretically potential workers from Warrensburg and Bolton Landing could use this existing service, if they had means to access it. However, previous and ongoing trolley service to these communities does not address the need for year-round employment transportation. In addition, while the scheduling of the trollies provides some support for a south-to-north commute (i.e., workers from Glens Falls and Lake George traveling to Bolton Landing), the reverse is not necessarily the case.
To address these needs, a thorough service planning analysis will be necessary. This should involve the lead agency, community stakeholders, CDTA, and large employers at a minimum. It may be possible to support a significant number of workers simply by providing a robust and ongoing rideshare system to complement year-round transit in Lake George. Or it might also be beneficial to craft an RFI for a community-based microtransit service which could provide rides to/from Glens Falls or Lake George in the morning/evening commute, while also providing local rides for general transportation needs in Warrensburg and Bolton Landing during the day. In either case, a dedicated service planning analysis would be needed to identify opportunities and solutions.
3) Explore opportunities to improve transit service with the CDTA/GGFT merger.
The merger of CDTA and GGFT will not result in immediate changes to the established transit service in the region. In the short term, CDTA will be undertaking a Transit Development Plan beginning in spring 2023. As part of that effort, the needs of the A/GFTC region should be included so that any future service changes take local needs into consideration. Ultimately, the merger may create opportunities for improved inter-regional connections as well as more expansive marketing/education and newer technologies such as real-time transit service mapping.
4) Support the re-establishment of the Wheels-to-Work program in Warren County and explore expansion to Washington County.
Even with adequate transit options to rural areas, there will always be gaps due to lack of private vehicles. The Wheels-to-Work program is an effective way to help residents to purchase and maintain their own vehicle. This results in direct benefits to the resident and their family, as well as benefits to public agencies in terms of deferred assistance. As of early 2023, Warren County has already expressed interest in re-establishing this program. This effort should be supported. In addition, there may be opportunities to derive helpful lessons learned which could be applied to determine whether a similar program would be viable in Washington County.
5) Strengthen the land use and transit connection.
An ongoing issue within the urban and urban-adjacent areas in the region is the lack of coordination between local land use decisions and public transportation. In particular, local planning boards, zoning boards, and other municipal officials often fail to consider public transit in the land use planning and decision-making process. This disconnect often leaves the transit operator in a reactionary position, striving to accommodate the expansion of housing, retail, and employment development in areas which may be difficult or impossible to service. Another common issue is that transit provisions such as bus shelters, bike racks, and pedestrian connections are left out of development proposals, even within the areas serviced by transit routes. The lack of first-mile/last-mile links is a barrier to increased transit ridership. Without comfortable, convenient facilities and easy pedestrian connections, there is little incentive for residents and employees to choose transit over other transportation options. Although this affects the urban core area more than the rural areas, supporting a strong transit service through sound land use planning benefits the region as a whole.
To that end, it is recommended that outreach and training for local land use boards and municipal officials be developed. This could include educational websites, fact sheets, and/or training modules. Where possible, certification for education credits should be provided to fulfill requirements for planning and zoning board training. This effort could be led by MPO, RPB, or County planning staff or consultants in partnership with CDTA.