Planning & Zoning Commission - 1228 (03/10/2026)

www.BohlerEngineering.com 
65 LaSalle Road, Suite 401 
West Hartford, CT 06107 
860.333.8900
 
 
                                                                                                         October 21, 2025 
 
 
 
 
 
 
 
 
       Via Electronic Mail & Hand Delivery 
 
 
 
 
 
 
 
               
Town of Waterford 
Planning and Development Department 
15 Rope Ferry Road 
Waterford, CT 06385 
 
Attn: Mark Wujtewicz, Town Planner 
 
Re: 
Site Plan Application Submission 
Proposed Restaurant Depot Development  
161 Waterford Parkway North 
 
Waterford, Connecticut 
 
 
Stormwater Management Memorandum 
 
 
This memorandum outlines the proposed stormwater management improvements associated with the 
redevelopment of the property located at 161 Waterford Parkway North for the proposed Restaurant Depot 
Building. The proposed project will include the construction of an approximately 45,447 square feet 
Restaurant Depot Building with associated redeveloped parking area, landscaped islands and minor 
stormwater improvements.  
 
The total impervious surface will be slightly reduced compared to existing conditions. This change is 
expected to decrease the volume and rate of stormwater runoff generated from the site. A slight reduction 
in parking, while still complying with the parking requirement, has decreased the total impervious area when 
compared to the previously approved plan and existing conditions.  The proposed building footprint will be 
approximately 45,447 square feet, which is a slight reduction when compared to the previously approved 
building which was approximately 50,000 square feet. Thus, further contributing to a decrease in impervious 
coverage. 
 
The reduction in impervious area and building coverage will provide a slight reduction in the overall demand 
on the existing stormwater infrastructure. In addition, stormwater runoff from the proposed building will be 
collected and conveyed by a series of new roof drain leaders which will connect to the existing stormwater 
system. The grading of the redeveloped parking area has also been designed to utilize the existing storm 
structures with some minor grate adjustments and the addition of one new inlet structure in the loading 
area.   
 
Given the net reduction in impervious surface and reduced building footprint from the previous approved 
plan, the redevelopment is expected to result in a minor but beneficial improvement in site stormwater 
performance. Further engineering analysis will be conducted during the design phase to confirm compliance 
with all applicable stormwater regulations.