Town Board Meeting
Town Board Attachment 2023.10.05

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October 5, 2023 · 9 min read · extracted text · View original

Presentation to the Town Board 10/5/2023 Classified - Confidential

With you today… Project Team Contents • Project Update • Site Overview • Mitigation to the Neighbors & Local Community

David Mann

Marie Stalewski

Scott Lyons

Tom Walsh

Sr. Director, Supply Chain Strategy

Director Of Project Development

Design Associate, Civil

Partner

• Fill & Excavation Timeline & Engineer’s Estimate

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Background • Back in May 2023, TCCC/fairlife selected Webster for our new 785,000 sq.ft. facility, after an intensive, multi-state site selection search that spanned over 10 months • TCCC/fairlife selected Webster for several key reasons: o Favorable surrounding dairy environment o Local workforce/experience in manufacturing o Tebor Rd parcel characteristics and proximity to nearby roadways o Available utilities (inc. wastewater) o Timeline to approve and build the production facility o Town Board and the Town staff’s capability to manage a large-scale project • Since May, we have followed the Town of Webster’s rigorous development process, working with the 3 local Boards, resulting in submitting 20+ documents and responding to 200+ comments from Town, County and State level agencies

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Key Meetings during the Project Development Process • 5/8 – Public Announcement • 5/18 – Sketch Plan Review (Town Board) • 5/30 – Meeting with Neighbors Surrounding the Site • 5/30 – Webster Community Meeting • 6/13 – Project Update (Zoning Board of Appeals) • 7/26 – Meeting with Neighbors Surrounding the Site • 7/27 – Construction Community Meeting • 8/1 – Site Plan Update (Planning Board) • 8/10 – SEQR Presentation (Town Board) • 9/7 – SEQR Determination (Town Board) • 9/12 – Variance Presentation (Zoning Board of Appeals) • 9/19 & 10/3 – Site Plan Presentation (Planning Board) 4

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Updates to the site plan based on neighbor feedback and supporting engineering studies ~6’ LANDSCAPED BERM STORMWATER MGMT. FACILITIES

B

DECORATIVE FENCE

AUTOMATED STORAGE & RETREVIAL SYSTEM (ASRS) WAREHOUSE

C E

PROPOSED BUILDING G

~6’ LANDSCAPE BERM W/ 14’ CONCRETE FENCE ON TOP SILOS

AUTO PARKING LOT TRUCK ENTRANCE TRUCK GUARDHOUSE

EXTENDED ~6’ LANDSCAPE BERM W/ 14’ CONCRETE FENCE ON TOP

WASTEWATER TREATMENT FACILITY ~6’ LANDSCAPED BERM

Design Updates A•

F

A

AUTO ENTRANCE AUTO GUARDHOUSE

FINISHED GOODS TRAILER PARKING

D

TRUCK SCALE BUILDING

B•

C•

D•

E•

F•

G•

Extended berm on northwest portion of the property parallel to the wetland Confirmed height of precast concrete fence to be ~14’ (initially set at 6’) Trailer parking moved further away from County Line Rd property line Extended berm and wall on southeast portion of the property Confirmed size, location, and number of stormwater management ponds Erect sound barrier wall west of loading docks Decorative wood slat fence to screen employee parking lot 5

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Mitigation to the Neighbors & Local Community Fence and/or Berm in Buffer Area Conceptual Line of Sight Profile: Get wall images from Josh

BUILDING FACE

14’ WALL

PROPERTY LINE

TOP OF 6’ BERM

~50’

LIGHT POLE

RESIDENTIAL ZONED AREA

DRAINAGE SWALE

EXISTING GROUND

Illustrative Sound Absorbing Wall Design

Mitigating Aspects Area

Visual

Noise

Description

Area

• The berm and fence placement and size minimizes line of sight to the facility • Existing and new evergreen and deciduous foliage will reduce the view of the fence from the neighbors' yards • The 14’ fence height keeps noise to less than a 5 dB(A) difference at the property line than current ambient noise and 15-25 dB(A) below the industrial zone noise ordinance

Lighting

Description • The lights are designed to be shorter than the height of the berm and wall to prevent spillage at the property line

• The precast concrete fence is decorative and designed in a pattern that absorbs and disperses sound Berm/Wall Design 6

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Mitigation to the Neighbors & Local Community Acoustic Analysis

Summary of the Analysis A

Takeaways • fairlife will implement measures to limit the noise from the facility and truck movements to under 50 dB(A) at the property line during the nighttime (far less than the industrial zoning requirement). Measures include:

B

C

• 6’ landscaped earthen berm • 14’ tall fence on top of berm along County Line Road D

• Barrier wall around chillers

• Forward movement of trucks into scale & milk receiving buildings to minimize louder backing movements F

E

• Building located further to the west and south sides, away from the residential area

• Erect sound barrier wall west of loading docks • The noise at the property line is also expected to be within 5dB(A) of the current ambient noise level 7

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Mitigation to the Neighbors & Local Community Decorative Sound Wall

Decorative Sound Wall Basis of Design (both sides of fence):

Source

Perimtec

14’ PRECAST CONCRETE WALL COMPRISED OF ACOUSTICAL DEADENING CONCRETE IN A PATTERN THAT ABSORBS SOUND IN THE BUFFER AREA ON THE EAST SIDE OF THE PARCEL 8

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Mitigation to the Neighbors & Local Community Line of Sight Example (1 of 3) East of Site

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Winter

Foliage Computer Generated w/ Facility Overlayed

Summer

Actual Photo w/ Facility Overlayed

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Mitigation to the Neighbors & Local Community Line of Sight Example (2 of 3) East of Site

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Winter

Foliage Computer Generated w/ Facility Overlayed

Summer

Actual Photo w/ Facility Overlayed

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Mitigation to the Neighbors & Local Community Line of Sight Example (3 of 3) East of Site

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Winter

Foliage Computer Generated w/ Facility Overlayed

Summer

Actual Photo w/ Facility Overlayed

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Mitigation to the Neighbors & Local Community Photometric Study

LIGHT POLES ALONG THE TRUCK DRIVE (12’ POLE / 4’ BASE = 16’ HEIGHT)

LIGHT POLES IN TRAILER PARKING (20’ POLE / 4’ BASE = 24’ HEIGHT)

BOLLARD LIGHT ALONG ENTRANCE DRIVE TO GUARDHOUSE (4FT HEIGHT TYP.) E N

S W

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Mitigation to the Neighbors & Local Community Traffic Study with Infrastructure Improvements

Expected Change In Overall Wait Times1

Traffic Study Map

Intersection

F A

Traffic wait times will only be impacted for drivers turning from Penske

B C D

E G

E Boulter Industrial to be extended to Salt Road

F D C

A B

G

NY-104 EB Ramps/Salt Rd (CR-6) NY-104 WB Ramps/Salt Rd (CR-6) NY-104/Basket Rd (CR-4) NY-104/County Line Rd Tebor Rd/Boulter Industrial Park at Basket Rd (CR-4)2 Existing Penske Driveway at Basket Rd (CR-4)2 Boulter Industrial Park at Salt Rd/Mitcheldean Dr2

Expected Change AM (seconds)

Expected Change PM (seconds)

0.3

0.3

0.5

0.5

5.3

9.1

-0.6

-0.7

2.7

1.5

5.9

10

1.6

5.9

Traffic wait times are expected to change minimally due to planned infrastructure investments

Turning lane to be added at this intersection

Map Source

Google Maps 1As a separate reference, peak number of cars per hour on Salt road was 954 cars in 2001, 727 cars in 2009, and 414 cars in 2015 2Overall road impact not included in study for intersections E,F, and G. Overall change in time at intersection calculated as the

average of the change at each turn of the intersection

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Mitigation to the Neighbors & Local Community Stormwater

N DISCHARGE POINT

STORMWATER MANAGEMENT FACILITY (WET POND) DRY SWALE (TYP.)

EXISTING WETLAND STORMWATER MANAGEMENT FACILITY (WET POND)

DISCHARGE POINT EXISTING WETLAND DISCHARGE POINT DISCHARGE POINT DRY SWALE (TYP.) Classified - Confidential

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Fill and Excavation Permit

Overall Proposed Plan and Schedule Proposed Schedule: • Begin mobilization to site 10/18 (post real-estate closing) • Install protection around the wetlands (Orange Barrier Fence) • Install perimeter control measures (Silt Fence) • Orange Barrier Fence and Silt Fence complete by 11/10 • Construction entrances complete by 11/15 • Drain, Demuck, and Backfill Existing Pond by 11/20 • Clear, Grub and Excavate for Sediment Basin #1 by 11/30 • Clear, Grub and Excavate for Sediment Basin #2 by 11/30 • Clear/Grub Entire Site completed by 1/19 (Weather Dependent) • Demo existing features (fence, pavements, gravel) by 12/8 • Rock blasting to start by 12/18 • Mass Grading completed by 3/8 • Fine Grading completed by 3/27 15

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Summary • The design of the Project ensures fairlife’s dairy processing use will be consistent with the safety, health and welfare of the Webster community • The proposed $11.3 million bond for Fill & Excavation is adequate as to form, duration, and sufficiency of surety to ensure proper performance of the grading work • The proposed excavation and filling as designed will not have an adverse effect on the adjoining properties or road network

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Approval Request • fairlife requests that, subject to such conditions deemed necessary and appropriate, this Board: • Grant an Industrial Use Permit for dairy processing in the Town of Webster • Approve the proposed $11.3 million surety bond for the site grading work • Authorize the issuance of an Excavation and Fill Permit • Our team sincerely appreciates the time and commitment to our Project of the Town Board, Town staff, and Town’s external resources

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Classified

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End of document