HomeMy WebLinkAboutStaff Report\\planning\planningoffice$\CurrentProjects\P & Z\Past Years\2017\Pequot Rd (217 Site 8)\Staff\dwholdingsstaffrep10-10-17.docx
Project: DW Holdings, LLC
Accepted by Commission-10/10/2017
General Information
Applicant: DW Holdings, LLC
Representatives:
Legal: None
Engineer: William G. Walter
Surveyor: Michael Healey
Requested Action: Site plan modification
Purpose: Site Improvements
Location: 21, 23, 33 Pequot Road & 17 Pequot Road/Route 163 (Map 72 Lots 42, 41, 37A &
54B)
Existing Land Use, Acreage, Zoning and Applicable Zoning Sections:
Industrial
7.45 acres
Industrial Zone
Section 14 (Industrial Zone)
Section 18 (Site Plans)
Background Information
21 Pequot Road (Map 72, Lot 42) is located on .19 acre (8,276SF) with an existing two-family
residence, 23 Pequot Road is located on .16 acre (6,970SF) with an existing two-family residence
and 17 Pequot Road & Rte. 163 is located on 1.91 acres (83,199SF) and is unimproved, 33 Pequot
Road is located on 5.19 (226,076SF) and is developed with an existing industrial use.
Analysis
Inland Wetlands Commission
Approved by the Commission on September 21, 2017.
Planning Review
The structures on 21 & 23 Pequot Road will be demolished and replaced with a Stormwater basin.
The primary purpose of the design is to provide improved water quality treatment and removal of
sediment, particles & pollutants from storm water runoff from the (industrial) site. The secondary
purpose of the design is to provide storage of water during storm events for reuse in dust control
on the site. Water quality treatment will be accomplished through a series of treatment methods
designed to capture suspended solids and pollutants during smaller storms and allowing larger
storms to bypass. Water storage for dust control will be accomplished by two (2) interconnected,
3,000 gallon precast concrete holding tanks, which has been incorporated into the infiltration basin
design. 21 and 23 Pequot Road shall be combined into 33 Pequot Road prior to the Issuance of a
Zoning Permit. All comments of Staff have been addressed.
\\planning\planningoffice$\CurrentProjects\P & Z\Past Years\2017\Pequot Rd (217 Site 8)\Staff\dwholdingsstaffrep10-10-17.docx
Town Engineer Review
All comments of the Town Engineer have been addressed.
Staff Recommendations
Staff recommends approval. The application has satisfied the Requirements of Section 11
(Industrial Zone) and Section 18 (Site Plans) of the Regulations.
Draft Motion for Approval
The Commission finds that the site plan meets the requirements of Section 11 and Section 18 of
the Zoning Regulations and approves the application of DW Holdings, LLC and the plan titled
“Property Boundary Survey Plan (Sheet 1 of 4), Site Demolition Plan (Sheet C-1.0), Erosion &
Sedimentation Details (Sheet C-2.0), Proposed Site Plan (Sheet C-3.0), Details (Sheet C-4.0 & C-
4.1), Land of DW Holdings, LLC # 23 Pequot Road, Montville, CT, Prepared for DW Holdings,
Prepared by BSC Group, Dated June 15, 2017, Revised to 9/7/17.”
This is a conditional approval. Each and every condition is an integral part of the Commission
decision. Should any of the conditions, on appeal from this decision, be found to be void or of no
legal effect then this conditional approval is likewise void. Should any of the conditions not be
implemented by the applicant or his successors within the specified permit time period, then this
conditional approval is void. The applicant may re-file another application review. The conditions
of approval are:
1. Prior to the issuance of a Zoning Permit, 21 and 23 Pequot Road shall be combined into 33
Pequot Road.
2. The ZEO must be contacted 24 hours prior to start of construction.
3. Signature Blocks shall be placed in the right hand corner of the plan.
4. An E&S Bond in the amount of $2,000 must be posted prior to the issuance of a Zoning
Permit.
5. Post-Construction Requirements note shall be added to the plans that reads as follows:
After construction is completed and accepted by the Owner, it shall be the responsibility
of the Owner to maintain all drainage structures. In addition, the following inspection and
maintenance guidelines shall be the responsibility of the Owner, beginning the first year
period following construction completion and acceptance, and shall be followed each year
thereafter:
1. Drainage and other Paved Areas: Inspect weekly for litter and debris. Sweep
at least twice a year, with the first occurring as soon as possible after first
snowmelt and the second not less than 90 days following the first.
2. Catch Basin Sumps: Inspect semi-annually and cleaned when the sump is one
half (1/2) full of silt and/or debris.