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Sylvester Rd_Keiter_Permit 20130606STORM\VATER MANAGEMENT PERMIT APPLICATION DECISION City of Northampton Department of Public Works Project I Site Name: Keiter -Sylvester Rd lot development for single family home Project Street or Location I Assessor ID: Adjacent to 567 Sylvester Road I Map 21, Parcel 004 Applicant Name:~S~c~o-'-tt'"-'K=""-e=it"""'er'-------------------------­ Applicant Address/Phone: 5 lA Hatfield St, Northampton, MA I 413-586-8600 Application Submission Date:_5_/_l 4_/_20_13 ___________________ _ 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. __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: I. All clearing, grading, drainage, construction, and development shall be conducted in strict accordance with the following plans and info1mation submitted with the application and as amended by any conditions attached to this permit: a. Runoff & Erosion Control Plan at Lot on Sylvester Road, Northampton, MA for Scott Keiter, Sheets 1 & 2, dated May 11, 2013, stamped by Gregory J. Newman, P.E., Newman Environmental Engineering. b. Stormwater Management Permit Application binder including Stormwater Permit Application, Stormwater Report, Site Soil Data, and Sto1mwater Runoff M :\Stormwater Management Permits\! Storm water Permits lnternal\Permits_Acti ve\Sylvester Rd_Keiter\Sylvester Rd_ Keiter _Permit.docx Page I of4 Calculations for "Lot on Sylvester Road", dated May 2013, prepared by Gregory J. Newman, P.E., Newman Environmental Engineering. c. Massachusetts Department of Environmental Protection Checklist for Storm water Report, dated 511112013, 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. 3. At the completion of the 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 storm water 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 1st of each year (see Specific Condition 1 below). 5. If construction of the proposed stormwater system has not started within fi ve 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. Prior to start of construction and 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 storm water 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 this Agreement. The Long-Term Pollution Prevention Plan -Operation and Maintenance Plan submitted as part of the Storm water Report dated May 2013 must be revised to the satisfaction of the Northampton DPW including but not limited to inspection and maintenance schedules for: the level lip spreaders, the outlet control structures, the driveway culvert, and control of erosion of the gravel driveway. The DPW can provide M:\Stormwater Management Permits\ I Storm water Permits lnternal\Permits_Active\Sylvester Rd_Keiter\Sylvester Rd_ Keiter _rennit.docx Page 2 of 4 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 NPDES Stormwater Construction General Permit. 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. The SWPPP for the project must be revised to include specification and timing of sediment and erosion control measures that may be required during construction of the roadway and swales including but not limited to stone check dams, temporary sediment basins, silt fence, and other measures to slow down the velocity of construction flows and settle out sediment prior to discharge to the roadway ditch or culverts. 3. 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 stormwater flows or pollutants in these flows to adjacent properties or to the municipal roadway and 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. 4. All detention basins, outlets, vegetated swales, level-lip spreaders and other non-piped components of the proposed storm water system shall be constructed as proposed and st<lbilized as soon as possible during construction of the driveway and preferably prior to receiving drainage flows from the proposed development. Additional erosion and sediment control structures may be required during construction. 5. Tile Site Plans specify the Limit of Work and the area of proposed impervious surface c:111cl gravel driveway. Any expansion of the cleared area beyond that specified on the plan or increase in the area of the driveway, house, or any impervious surface as specified on th e approved plans shall require approval by the DPW and may require an amendment to this Stormwater Management Permit or a new Stormwater Management Permit. 6. A driveway permit is required by the DPW prior to construction of the driveway and may rccit1ire paving the first 100 feet of the proposed driveway. Prior to the start of construction, revised plans must be submitted to the DPW for approval specify ing the area of pavement. The lower section of the driveway at Sylvester Road shall be graded so that runoff from the driveway will sheet flow off the roadway to the drainage ditch and not to Sylvester Road. M:\Storm11a1Cr Management Permits\ I Stormwater Permits lnternal\Permits_Active\Sylvester Rd_Keiter\Sylvester Rd Keiter I 'crinit.docx --Page 3 of4 7. The driveway has been specified as 12 foot wide with a 3 inch angular processed stone surface and a compacted subgrade. Any change of the surface or grading of the driveway from the approved plans shall require an amendment to this Stormwater Management Permit. 8. Prior to issuance of any certificate of occupancy, the driveway and the drainage system shall be constructed as proposed and conditioned by this permit, and all land adjacent to the driveway shall be stabilized and vegetation established. 9. Driveway culvert within the City's roadway layout shall be maintained, repaired, and replaced as necessary at the owner's expense. Signature of City Engineer cc. Planning Board c/o Office of Planning and Development Building Department d//J Date Conservation Commission c/o Office of Planning and Development M:\Stonnwater Management Pennits\l Stonnwater Pennits lntemal\Pennits_Active\Sylvester Rd_Keiter\Sylvester Rd_ Keiter _Pennit.docx Page 4 of 4