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CT River Greenway & Lane_Permit_20121011STORMW ATER MANAGEMENT PERMIT APPLICATION DECISION City of Northampton Department of Public Works Project I Site Name: CT River Greenway & Lane Business Park Project Street or Location I Assessor ID: Damon Road I Lane Plant Road Applicant Name: City of Northampton Applicant Address/Phone: 210 Main Street, Northampton. MA 01060 Owner Name: Lane Construction Owner Address/Phone: 90 Fieldstone Ct Cheshire CT 06410 Application Submission Date:-=8"-/8=-/=2-=-0=12"--------------------- THE FOLLOWING ACTION BY THE NORTHAMPTON DEPARTMENT OF PUBLIC WORKS HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: Disapproval of 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. _L 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: 1. 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. Connecticut River Greenway: Lane Business Park & Northampton Community Boathouse, Site Plans, Sheets El, E2, E3, Sl, S2, S3, S4, SS, S6, Dl, D2 Dated \\winO\engineering\Stormwater Management Permits\ I Stormwater Permits lnternal\Permits _ ncw applications\Damon Rd_ CT River Greenway & Lane_Permit.docx Page I of 4 October 5, 2012 and revised October 9, 2012, stamped by Mark B. Darnold, P.E., The Berkshire Design Group, Inc. b. MA DEP Checklist for Stormwater Report stamped by Mark B. Darnold, P.E., The Berkshire Design Group, Inc, 9/3/2012. c. Stormwater Drainage Report and Revised Drainage Calculations, CT River Greenway, Rev 9/23/2012, prepared by The Berkshire Design Group, Inc. d. Letter to Northampton DPW Re: CT River Greenway & Lane Business Park Response to Stormwater Permit Comments, from Brian Darnold, EIT, The Berkshire Design Group, Inc., dated September 5, 2012. e. Letter to Northampton DPW Re: CT River Greenway & Lane Business Park DPW Site Plan Review Comments, from Brian Darnold, EIT, The Berkshire Design Group, Inc., dated October 9, 2012, with attached documents including revised HydroCAD drainage calculations, Peak Flow Table, and Subcatchment Plans dated 10/9/2012. f. CT River Greenway & Lane Business Park, Conceptual Phase 1 Delineation, Sheet SKI, Dated 9/5/2012, prepared by The Berkshire Design Group, Inc. g. Connecticut River Greenway & Lane Business Park, Estimated Poor Grass/Soft Gravel area Map, Dated 91712012, prepared by The Berkshire Design Group, Inc. 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. 3. At the completion of each phase of work, including construction of storm water management facilities and landscaping, the applicant shall submit to the DPW as-built plans stamped by a professional engineer of record in the Commonwealth of Massachusetts and a statement from a professional engineer of record in the Commonwealth of Massachusetts certifying that the materials and construction of the stormwater management system was constructed in accordance with the approved plans and will function as designed. All changes to the approved stormwater facilities shall be documented by a professional engineer of record in the Commonwealth of Massachusetts and approved by the DPW prior to submission of as-built plans and the certification statement described above. 4. 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 15' of each year (see Specific Condition 1 below). 5. If construction of the proposed storm water 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. \\winO\engineering\Stormwater Management Permits\ I Stormwater Permits Internal\Permits_new applications\Damon Rd_CT River Greenway & Lane_Permit.docx Page 2 of5 Specific Permit Conditions: 1. Prior to issuance of a Building Permit for each phase of the project, the owner or applicant for each phase of the project shall record an executed Stormwater Operation, Maintenance, and Inspection Agreements that are 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. The maintenance schedule and responsibility for maintenance of all components of the proposed stormwater management system must be adequately specified in Attachment A to each Agreement. The draft Proposed Stormwater Management System Operation & Maintenance Plan for Post-Construction submitted as part of the Stormwater Drainage Report referenced above must be revised to the satisfaction of the Northampton DPW including but not limited to the following items: inspection and maintenance schedule for the level lip spreaders, inspection and repair of erosion along roadways, and cleaning of the Stormceptors at least once per year. The DPW can provide additional guidance on required revisions to the maintenance schedule. The final agreement shall be approved by the Northampton DPW and signed by the owner and the Mayor of Northampton. The final agreement shall be recorded at the Registry of Deeds at the owner's expense. Section 281-8 of the Northampton Stormwater Management Ordinance provides additional guidance for the requirements of this agreement. 2. This project will be required to submit one or more Notice of Intent (NOI) to the U.S. EPA for coverage under the NP DES Stormwater Construction General Permit during each phase of the project. A copy of the final NOI and Stormwater Pollution Prevention Plan (SWPPP) shall be submitted to the Northampton DPW for approval prior to the start of construction and prior to issuance of a building permit for each phase of the project. 3. Construction plans and specifications for each phase of the project shall be submitted to the DPW for approval prior to issuance of Building Permits and prior to the start of any construction. A summary of any revisions to the approved plans should be submitted in writing. 4. The construction plans must include armoring on slopes greater than 2 to 1 for approval by the DPW. 5. The construction plans must include specification of the riprap stone size and dimensions of the proposed riprapped area in the wetland swale and along the driveway for approval by the DPW. Information must also be provided to the DPW showing that the riprap has been sized for the expected velocities. \\winO\engineering\Stormwater Management Permits\ I Stormwater Permits lntemal\Permits _new applications\Damon Rd_ CT River Greenway & Lane_Permit.docx Page 3 of 4 6. The construction plans must include a high point at the top of the driveway to the dock to keep drainage going down the driveway from the large paved area to the west. 7. Prior to the start of construction or issuance of a building permit, the applicant must provide drainage easements for all drainage structures crossing adjacent properties that stipulates ownership, specifies responsibility for maintenance of the structures, and sets up provisions for financial guarantees to maintain the structures. The DPW must review and approve all proposed drainage easements prior to recording at the land records of the Registry of Deeds. 8. The plans and specifications approved by this Permit include conceptual roadways, parking areas, and buildings for three commercial buildings. During building and other permitting applications for these buildings, the applicant for each phase must submit plans and specifications for approval to the Northampton DPW. If the overall size of the impervious surface footprint proposed for each building is greater than the area specified in the approved plans and drainage calculations or if the drainage system is changed in a substantive way, the applicant shall be required to request and receive approval by the DPW of an amendment to this Stormwater Management Permit and document the amended changes with revised plans, specifications, and drainage calculations. 9. The proposed stormwater management system is designed to mitigate peak stormwater flows. If, after construction of the proposed system, the system is found to increase storm water flows to adjacent properties or to the municipal storm drain system, the owner shall redesign and reconstruct the drainage system to prevent any increased stormwater flows to adjacent properties or the municipal storm drain system. 10. All components of the proposed stormwater system shall be constructed as proposed and stabilized prior to receiving drainage flows from the proposed development. No construction phase stormwater flows shall be discharged to the infiltration system. 11. The Recharge Calculations have not been updated to be consistent with the increase of impervious area specified in the revised Drainage Calculations dated 10/9/2012. The proposed infiltration trench may need to be enlarged or an additional structure proposed to meet the required recharge volume. Within 30 days of the issuance of this permit, the Recharge Calculations dated 9/21/2012 must be revised and the proposed infiltration system revised on the plans as necessary and resubmitted to the DPW for approval. g Board c/o Office of Planning and Development Bu' ing Department Conservation Commission c/o Office of Planning and Development \\winO\engineering\Stormwater Management Permits\! Stormwater Permits Intemal\Permits_new applications\Damon Rd_CT River Greenway & Lane _Permit.docx Page 4 of 4