Loading...
44-124 Old Wilson Rd Con Com~~,~ ~.. , A- ~ G City of Northampton Department of Public Works STORMWATER .MANAGEMENT PERMIT APPLICATION DECISION Project /Site Name: Lot 3 -Old Wilson Road Project Street or Location /Assessor ID: Old Wilson Rd /Map 44, Parcel 124 Applicant Name: Konstantine Sienos Applicant Address/Phone: 679 Park Hill Road, Forence, MA 01060 / 413-586-4670 Application Submission Date: 8/30/2005 THE FOLLOWING ACTION BY THE NORTHAMPTON DEPARTMENT OF PUBLIC WORKS HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: -- __~ Disapproval o -the Stormwater Management Permit Application-based on a determination within seven days of the receipt of the application that the application is administratively incomplete (see attached documentation). Approval of the Stormwater Management Permit Application. X Approval of the Stormwater Management Permit Application subject to any conditions, modifications or restrictions required by the Department of Public Works (see below) Disapproval of the Stormwater Management Permit Application based upon a determination that the proposed plan, as submitted, does not meet the purposes set forth in the Northampton Stormwater Management. Standard Permit Conditions: All clearing, grading, drainage, construction, and development shall be conducted in strict accordance with the following plans and information submitted with the application and as amended by any conditions attached to this permit: a. Runoff and Erosion Control Plan, at Lots 3 & 5 Old Wilson Road, Northampton, MA (Plan Number SW0508-1), dated August 28, 2005, stamped by Gregory J. Newman, P.E., Newman Environmental Engineering. U:\Stormwater Permits\Stormwater Permits\Pennits_new applications\old Wilson Rd.doc Page I of 1 b. Stormwater Management Permit Application and Attachments A-D for Lots 3 & 5 Old Wilson Road, Northampton, MA, dated August 28, 2005, stamped by Gregory J. Newman, P.E., Newman Environmental Engineering. 2. The Northampton Department of Public Works (DPW) or its authorized representative shall be provided access to the property to conduct inspections before, during, and after construction activities as necessary. The applicant shall arrange with the DPW to schedule the following inspections: Initial Inspection, Erosion Control Inspection, Bury Inspection, and Final Inspection. The DPW may also conduct random inspections to ensure effective control of erosion and sedimentation during all phases of construction. Annual Reports that are stamped by a Registered Professional Engineer documenting the actions completed as required by the Operation, Maintenance and Inspection Agreement shall be submitted to the Northampton Department of Public Works by October 1St of each year. 4. If construction of the proposed stormwater system has not started within five years of the issue date of this permit, then the permit will expire and a new permit will be required. Construction is defined as clearing, grading, excavation, filling, and installation of drainage structures on the lots specified in this permit. Specific Permit Conditions: 1. This permit shall apply to the proposed house, driveway and site work on Lot 3 and drainage structures for Lot 5 only. If the future site work for Lot 5 combined with the above mentioned disturbance for drainage structures on Lot 5 will disturb over 1 acre then a separate Stormwater Management Permit shall be required by the Northampton DPW. 2. Prior to issuance of a Building Permit, the applicant shall record an executed Stormwater Operation, Maintenance, and Inspection Agreement that is binding on all subsequent owners of land served by the private stormwater management facility by recording it in the land records of the Registry of Deeds. This agreement shall be signed by the owner and approved by the Northampton DPW. Section 22-85 of the Northampton Stonnwater Management Ordinance provides additional guidance for the requirements of this agreement. The agreement shall include the maintenance items mentioned in the Post- Construction Operation & Maintenance (O&M) Plan included on page 9 and 10 of Attachment A -Project Documentation submitted by the Applicant. 3. This project will be required to submit one or snore Notice of Intent (NOI) to the U.S. EPA for coverage under the NPDES Stormwater Construction General Permit. A copy of the final NOI shall be submitted to the Northampton DPW prior to issuance of a building permit. 4. The applicant has proposed a stormwater management system that would mitigate peak runoff rates for the 2-year, 24 hour storm, but would result in a net increase of the peak runoff for the 10-year, 24 hour storm to the catch basins located on the edge of Old Wilson Road at the entrance to Pine Grove Golf Course. These catch basins discharge to U:\Stonnwater Permits\Stonnwater Permits\Pennits_new applications\Old Wilson Rd.doc Page 2 of 2 a ditch on the south side of Old Wilson Road adjacent to the Pine Grove Golf Course. This ditch loses definition and capacity after approximately 100 feet and current stone flows run onto Old Wilson Road eventually flowing down a constructed waterway to a recently constructed dry well and rock waterway on the golf course property. Presently, there is not an adequate municipal drainage system on Old Wilson Road to convey the proposed increased peak flows from the proposed project for design storms greater than the 2 year, 24 hour storm. Prior to issuance of a Building Permit, the applicant shall submit revised plan and drainage calculations that demonstrate either: 1) the stormwater flows from the proposed project would be mitigated on site for the 10 year, 24 hour design storm or 2) the stormwater flows from the proposed project for the 10 year, 24 hour design storm can be safely conveyed (i.e, via a reconstructed ditch) off of the public roadway to an acceptable discharge point. ~~~~~~ q~s~s Signature of City Engineer Date cc. Planning Board c/o Office of Planning and Development Building Department Conservation Commission c/o Office of Planning and Development U:\Stonnwater Permits\Stonnwater Permits\Pennits_new applications\Old Wilson Rd.doc Page 3 of 3