Conservation Commission - 1083 (05/22/2025)
agenda center attachment
| Board/Commission | Conservation Commission |
|---|---|
| Meeting Date | May 22, 2025 |
| Pages | 5 |
| File Size | 3.3 MB |
| OCR Status | Searchable (OCR processed) |
| Source URL | Original |
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Full Text (OCR Extracted)
MAY 2 0 2025
From:
Ranelli, Matt
To:
Maureen Fitzgerald
Pla
PA
Subject:
RE; 51 Daniels Avenue wetland applications
T aANING ¢ : Develop) nent
Date:
Tuesday, May 20, 2025 2:02:13 PM
__!OWN of Waterford, C7
Attachments:
image001.pna
Hi Maureen,
Thank you again for the site visit with Dean. We are attaching the revised drawings with changes to address the
comments and concerns. There is a short sheet-by-sheet description of the changes below if it is helpful for your
review. Please let me know if you want to discuss any of the changes — hopefully we hit the mark.
Regards,
Matt
Sheet-by Sheet summary:
1. Sheet CS201 — The pickleball court grading scheme has been revised to reduce the LOD, minimize
the clearing of mature trees and decrease temporary disturbance within the 100’ URA. We did not
move the parking further north for traffic reasons (to avoid interfering with the site entrance)
2. Sheet CG101 — We relocated the outfall to the suggested location provided by our wetland scientist
after a recent site visit. The modified outfall includes a drop manhole structure, concrete headwall,
rip rap scour hole and 50’ long level spreader to provide energy dissipation and promote
unconcentrated flows. The discharge location is relatively flat area and is located outside of the 100’
URA for Wetland 3. We confirmed with Dean that this outfall location will not adversely impact
wetland 3.
3. Sheet CG102 — We increased the height of the western vegetate swale berm to provide additional
capacity to convey stormwater and reduce the risk of overtopping during extreme flood events.
4. Sheet CE101 — Additional E&S controls have been provided for the relocated outfall.
5. We will provide the E&S phasing plan as part of the Planning and Zoning review (as well as being
included later in the CTDEEP Stormwater GP submission) it will show the locations of temporary
stormwater features (e.g., diversion berms, basins, etc.) which will be located outside of the 100’
URA.
New Haven Office
Hartford Office
Matt Ranelli
B
265 Church Street - Suite 1207
One Constitution Plaza
SHIPM
Shipman & Goodwin LLP
New Haven, CT 06510-7013
Hartford, CT 06103-1919
Partner
Tel: (860) 251-5748
Tel: (860) 251-5748
Cell: (203) 668-1519
Cell: (203) 668-1519
MRanelli@goodwin.com
www.shipmangoodwin.com
Shi
& Gi
in
LLP is 0 2022 Mansfield
Certified Plus Fi
Disclaimer: Privileged and confidential. If received in error, please notify me by e-mail and delete the message.
TION
44
4.2
4.3
STANDARDS
—
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Deveiopment
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Town of We erford,
¥
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PROPOSED
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REPRESENTED HEREIN ARE THE SOLE AND EXCLUSIVE
PROPERTY OF NEWMAN ARCHITECTS, P.C.COPYRIGHT @
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