AKRF Presentation on Proposed Zoning Amendments
local law
21 pages
Meeting: portal event 801 (no meeting page on file)
Agenda item: Continuation of Public Hearing to consider Local Law Introductory No. 11 of 2022 and Local Law Introductory No. 12 of 2022 to amend Chapter 230 of the Village Code, Zoning, in relation to the Harmon - South Riverside Gateway District and the Light Industrial District.
Local law, 21 pages. Attached to agenda item: “Continuation of Public Hearing to consider Local Law Introductory No. 11 of 2022 and Local Law Introductory No. 12 of 2022 to amend Chapter 230 of the Village Code, Zoning, in relation to the Harmon - South Riverside Gat”
Retrieved 2026-07-31 from the village's meeting portal.
View the original PDF ↗
Also attached to this agenda item:
LL11 Draft
LL12 Draft
Memo on Assessed Valuation
Planning Board Memo Local Law 11 and 12
Village Manager Response Letter to County Planning Board
WAC Memo%3A Local Law 11 and 12 2022
Westchester County Planning Board Referral Review
Extracted text
Proposed Zoning Amendments
Harmon/South Riverside Gateway (HSRG) Overlay
and
Light Industrial (LI) District
VILLAGE OF CROTON-ON-HUDSON
SEPTEMBER 19, 2022
PRESENTED BY:
AKRF, INC. (CONSULTANT TO VILLAGE)
AARON WERNER, AICP
Format
Overview of Affected Area
Summary of Proposed Local Laws
Results of Theoretical Maximum Buildout Calculations
Results of Supplemental Studies Completed for Village’s Environmental Review under SEQRA:
◦Public Schools
◦Visual Impacts
◦Traffic
Affected Area
Affected Area (cont.)
-51 individual tax parcels generally located along
South Riverside Ave, Croton Point Ave, Clinton
Street, and Wayne Street
-Some parcels combined for analysis purposes due
to common ownership
-Harmon/South Riverside Gateway Overlay parcels
(1-47)
◦All privately owned, except parcel 43 proposed for addition
(Village owned – Croton EMS)
-LI District parcels (48-50)
◦Parcel 48 – two combined lots (1 Village owned, 1 private)
◦Parcel 49 – Privately owned
◦Parcel 50 – Village owned – MNR parking
Proposed Local Laws - Summary
HSRG Overlay District
1) Expansion of the HSRG Overlay district to include five additional tax parcels (shown in red on previous map)
2) Change underlying zoning of added parcel #79.13-2-91 (485 South Riverside Ave) C-2/RA-5 to C-2.
3) Add new zoning text to allow multifamily residential development as a special permit use within the expanded HSRG
Overlay district.
Floor Area Ratio (FAR) up to 0.8
Maximum height of 3-stories
(Note: Current zoning code already allows 3-story, 0.8 FAR mixed-use development (residential above commercial) as a special permit
use in HSRG Overlay)
LI District
1) New zoning text to allow multifamily residential or mixed-use Transit-Oriented Development (“TOD”) as a special permit
use within a specified portion of the LI district along Croton Point Avenue (aka parcels 48-50)
FAR up to 1.2
Maximum height of 5-stories
Important Considerations:
1) Village proposal (2 local laws) constitutes a rezoning, not a specific development project
2) Village required to take “hard look” at potential impacts of adopting local laws, in accordance with
SEQRA
3) The following analysis assumes all existing uses in the affected portions of HSRG Overlay and LI
Districts would be replaced with multifamily or mixed-use developments (highly unlikely)
4) If local laws are adopted, individual multifamily/mixed use proposals within affected area that come before
the Village would be subject to site-specific special permit approval process, including but not limited to:
◦Site-specific environmental review (including site-specific technical studies) under SEQRA
◦Public hearings through the Village Board of Trustees, Village Planning Board, Village Waterfront Advisory Committee (WAC),
and other involved agencies.
Theoretical Maximum Buildout and Related Analyses
Theoretical Maximum Buildout Calculations
HSRG Overlay Parcels (1-47)
Conservative Assumptions Applied:
1)
All parcels/assemblages would seek a special
permit to be redeveloped with multifamily
residential buildings
2)
Projected residential use was assumed to be
accommodated within 1 building per
parcel/assemblage
3)
0.8 FAR with 3 floors applied to calculations of
building footprints and residential floor area
4)
Average size of projected residential unit was
assumed to be 1,000 square feet
5)
1.5 parking spaces per residential unit
YIELD:
383 Residential Units
583 Residential Parking Spaces
LI Parcels (48-50)
Conservative Assumptions Applied:
1)
All parcels would seek a special permit to be
redeveloped with mixed-use (residential above
commercial ground floor) transit-oriented
development
2)
Projected uses were assumed to be accommodated
within 1 building per parcel
3)
1.2 FAR with 5 floors applied to calculations of
building footprints and residential/commercial floor
area
4)
Average size of projected residential unit was
assumed to be 1,000 square feet
5)
1 parking space per residential unit (TOD)
6)
1 parking space per 400 sf of commercial floor area
YIELD: 87 Residential Units
87 Residential Parking Spaces
21,831 sf Ground Floor Commercial
55 Commercial Parking Spaces
2010/2011 Zoning Amendments
Local law (Intro No. 3-2010), adopted 2011
Buildout “Scenario 3”: Assumed all parcels/assemblages would
be redeveloped with mixed use buildings (0.8 FAR/3 stories)
Residential Yield (scenario 3): 146 units
Commercial Yield (scenario 3): 38,723 sf
Public School-Aged Children
-Increment of 324 units was applied to schools analysis when compared to 2010 rezoning study
(scenario 3)
-Two methods utilized (Rutgers CUPR multipliers vs. case study)
-Up to 71 public school-aged children (PSAC) conservatively estimated
Public School Aged Children (cont.) – Rutgers CUPR Multipliers
Similar to 2010 Zoning Study, two scenarios were applied using the Rutgers multipliers:
1)
All 324 units studied would be 1-bedroom units (10% affordable) = 29 PSAC
2)
50/50 mix of 1- and 2-bedroom units (10% affordable) = 45 PSAC
- For 3 existing multifamily rental properties in the Village, AKRF requested the number of PSAC enrolled in CHUFSD
for the 2021–2022 school year and three previous school years (2018–2019, 2019–2020, and 2020–2021)
- Utilizing the highest recorded combined enrollment from these three properties (28 PSAC from the 2019–2020
school year) results in a conservatively derived multiplier of 0.22 PSAC per residential unit = 71 PSAC
Public School Aged Children (cont.) – Case Study Multiplier
Public School Aged Children (cont.)
-Trend of declining enrollment in the district
-Increase of up to 71 PSAC over the 2022–2023 projected enrollment of 1,536 students, plus background growth, would
result in enrollment well below peak enrollment of 1,752 students in the 2009–2010 school year.
Visual Impacts
- LI District amendments could
introduce mixed use buildings up to 5-
stories
- HSRG Overlay amendments would not
change currently permitted maximum
building height (3 stories)
- Leaf-on/Leaf-off photo-simulations
completed for the LI parcels from 6
public views
- Conceptual building footprints from LI
District buildout analysis were raised 5-
stories to create general massing for
study
Visual Impacts (cont.)
Summer (leaf-on): 1.2 FAR, 5-stories
Winter (leaf-off): 1.2 FAR, 5-stories
Viewpoint 1: Rt 9 - Croton Point Ave Exit (south)
Visual Impacts (cont.)
Summer (leaf-on): 1.2 FAR, 5-stories
Winter (leaf-off): 1.2 FAR, 5-stories
Viewpoint 2: Veterans Plaza /MNR parking (north)
Visual Impacts (cont.)
Summer (leaf-on): 1.2 FAR, 5-stories
Winter (leaf-off): 1.2 FAR, 5-stories
Viewpoint 3: Croton Point Ave (west)
Visual Impacts (cont.)
-Cross sectional profile / Line of sight study was completed
to address potential visibility of proposed 5-story
allowance in the LI zone
-Focused on southwesterly views from residential
neighborhoods on Young Avenue and Wayne Street
-HSRG Overlay excluded from the model since maximum
height already permitted for mixed use (3-stories)
previously studied / will not change
Visual Impacts (cont.)
Traffic Impacts
Traffic Study General Methodology
- Conservatively assumed future “build year” of 2042 (2022 + 20 years). Similar 20-year timeframe was used for 2010
zoning study.
- Full Buildout Analyzed: 470 residential units, 21,831 sf of commercial space, 725 off-street parking spaces
◦Trip generation developed using ITE rates for the following land uses:
◦Multifamily Housing – low-rise (for potential 3-story bldgs.)
◦Multifamily Housing – mid-rise (for potential 5-story bldgs.)
◦General Office, Strip Retail (<40k sf), and Fine Dining Restaurant (for potential ground floor commercial in LI zone)
- Five signalized intersections within affected area were selected for quantified analysis:
◦Croton Point Ave and Veterans Plaza
◦Croton Point Ave and Rt. 9/9A Southbound Ramps
◦Croton Point Ave and Rt. 9/9A Northbound Ramps
◦Croton Point Ave and S. Riverside Ave
◦S. Riverside Ave and Benedict Blvd
- Existing (year 2022) traffic counts completed at above intersections during weekday AM (6:30-9:30) and PM
(4:00-6:00PM) peak periods (April 2022)
- Future (year 2042) volumes were developed by combining buildout’s trip generation with 1 percent per year
compounded growth rate
Traffic Impacts (cont.)
Potential Impacts:
Under the 2042 condition (full theoretical buildout of the rezoning area), absent any additional improvements, there would be
impacts expected at the following 3 locations:
Croton Point Avenue and Veterans Plaza—southbound approach would deteriorate from LOS* E to LOS F during Weekday
AM peak hour and within LOS F during the Weekday PM peak hour.
Potential Mitigation: Signal timing adjustments
Croton Point Avenue and Route 9/9A Southbound Ramps—northbound approach would deteriorate within LOS F during
the Weekday AM and PM peak hours.
Potential Mitigation: Signal timing adjustments
South Riverside Avenue and Benedict Boulevard—westbound approach would deteriorate from LOS D to LOS E during the
Weekday PM peak hour. The southbound approach would deteriorate within LOS F during the Weekday AM and PM peak
hours.
Potential Mitigation: Signal timing adjustments, pavement/lane restriping, and/or narrowing of median of Benedict Blvd
*Level of Service (LOS) is based on a grading scale of “A” through “F” with “A” representing optimum traffic conditions and “F”
representing poor traffic conditions
End of Presentation
Machine-extracted for search and reference — the original PDF is the authoritative version.