HomeMy WebLinkAboutStaff ReportDakota Partners, Inc
42 Pink Row Map 74 Lot 38 216 SITE1
, 2016
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Zoning Map42 Pink Row (Map 74 Lot 38)
Legend
Parcels
Zoning
Annex
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R120
R20
R20-M
R40
R80
WRP-160
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Created by the Town of Montville Planning DepartmentFor Informational Purposes Only
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42 Pink RowMap74 Lot 38
Project: Dakota Partners, Inc
Accepted by Commission-9/28/2016
Special Meeting date- 10/18/2016
General Information Applicant: Dakota Partners, Inc
Owner: Faria Beede Instruments
Representatives: Legal: Heller, Heller & McCoy
Engineer: William Walter -BSC Group
Surveyor: Aeschlimin Land Surveying LLC
Requested Action: Site Plan Approval
Purpose: Adaptive re-use of existing manufacturing buildings to residential use with associated
site amenities
Location: 42 Pink Row (Map 74 Lot 38)
Existing Land Use, Acreage, Zoning and Applicable Zoning Sections:
Industrial
10.64 acres
R-20-M
Section 9B (R-20-M)
Section 16.4 (Special Flood Hazard Area (SFHA) Requirements)
Section 18 (Site Plans)
Background Information
The Zoning for the property was changed to R-20-M with an effective date of October 16, 2016
Analysis
Inland Wetlands Commission: Approved on September 15, 2016 WPCA:
The Montville Sewer System has the capacity to serve the proposed development
Recommend that fire flow tests be conducted to determine design requirements for the fire protection systems
All sewer service work must comply with the Town of Montville Sewer Use Rules
and Regulations
All water supply connection work must comply with the Town of Montville Water Pollution Control Authority Specifications for Installation of Water Mains and
Appurtenances
Building Department: No issues. All comments addressed
Fire Marshal: No plantings shall be placed in front of a sprinkler connection or hydrant. Five
(5) feet of clearance is required
Planning Review:
Town Engineer – All comments have been addressed
Zoning Enforcement Officer The majority of the site has been identified as a Special Flood Hazard Zone AE with a base flood
elevation at Elevation Level (EL) 24.5. The Special Flood Zone AE are areas that are subject to
inundation by the 1–percent-annual-chance flood event that have been determined by detailed methods and the base flood elevations are shown. In accordance with Section 16.4 of the Zoning
Regulations (Special Flood Hazard Area (SFHA) Requirements), no residential unit will have its
finish floor elevation located below the base flood elevation of EL 24.5 and the lowest finish floor
elevation is at EL 28.33. Additionally, the Applicant states the flood carrying capacity of the
floodplain will be increased since the site grading associated with the application will result in a net cut within the floodplain. In order to meet guidelines set by DEEP, there will be no filling in
the floodplain or floodway as part of this project. Prior to issuance of zoning & building permits
for the substantial improvements to the buildings, including but not limited to electrical, plumbing
& utility connections & the use of enclosed areas below the base flood level, the ZEO and/or
Building Official shall determine compliance with all applicable requirements of Section 16.4 (Special Flood Hazard Area (SFHA) Requirements) of the Zoning Regulations.
Town Planner Review
1. The primary traffic planning concern for this project was the egress of traffic from the
easterly side of the site onto Route 32, attempting to turn South with poor sight line and merging with traffic which ques from the traffic light. The issue has been addressed by
limiting traffic to ingress from the North bound lane only.
2. Sidewalk issues have been addressed
Staff Recommendations Staff recommends approval. The application has satisfied the Requirements of Section 9B (R-20-
M Zone), Section 18 (Site Plans) and Section 16.4. (Special Flood Hazard Area (SFHA)
Requirements) of the Zoning Regulations
Draft Motion for Approval:
The Commission approves this site plan of Dakota Partners, Inc. titled “Oxoboxo Lofts 42 Pink
Row Uncasville, Ct Map 074 Lot 038 Prepared for Dakota Partners, Inc. Prepared by BSC Group dated September 1, 2016 and revised to October 11, 2016”
The Commission has determined that the application and plan have satisfied the Requirements of
Section 9B (R-20-M Zone) and Section 18 (Site Plans) of the Zoning Regulations. The
Commission also determines that the application and the plan satisfy the requirements of Section 16.4 of the Zoning Regulations (Special Flood Hazard Area (SFHA) Requirements) since no
residential units will have finish floor elevations located below the base flood elevation of EL 24.5
and the lowest finish floor elevation of the dwelling units are at EL 28.33.
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. Contact the Town Planner for pre-construction meeting a minimum of 14 days prior to start
of construction.
2. An E&S Bond in the amount of $29,500.00 must be posted prior to the issuance of a Zoning
Permit. 3. A fire flow test will be conducted to determine design requirements for the fire protection
systems as per the WPCA department’s specifications.
4. No plantings shall be placed in front of a sprinkler connection or hydrant five feet of
clearance is required.
5. Prior to issuance of zoning & building permits for the substantial improvements to the buildings, including but not limited to electrical, plumbing & utility connections & the use
of enclosed areas below the base flood level, the ZEO and/or Building Official shall
determine compliance with all applicable requirements of Section 16.4 (Special Flood
Hazard Area (SFHA) Requirements) of the Zoning Regulations.
6. Post-Construction Requirements: 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 on a regular basis not to exceed weekly for litter and debris. Sweep at least twice a year, with the first occurring
as soon as possible after the first snowmelt and the second not less than 90 days
following the first.
2. Catch Basin Sumps: Inspect semi-annually and clean when the sump is one
half full of silt and/or debris. 3. Landscaped Areas: Inspect semi-annually for erosion or dying vegetation.
Repair and stabilize any bare or eroded areas and replace vegetation as soon as
possible.