Loading...
38A-108 Stormwater 2017-02-21City of Northampton Department of Public Works STORMWATER MANAGEMENT PERMIT APPLICATION DECISION Project I Site Name: ----"S"'er"-'v"'ic"'e"'N-'-'e"'t _____________________ _ Project Street or Location I Assessor ID: Olander Drive 13SA-I0S-00l Applicant Name:--"S,-,e"-rv!..!i",ce",N,""e,,,t~, "'In""c'--_____________________ _ Applicant Address/Phone: 129 King Street, Northampton, MA 01060 Owner Name: Hospital Hill Development LLC c/o MassDevelopment, Richard Henderson Owner AddresslPhone: 33 Andrews Parkway, Devens, MA 01434 Application Submission Date:.21"-'/2=-4!!.1"'20"'1'-'7'---__________________ _ THE FOLLOWING ACTION BY THE NORTHAMPTON DEPARTMENT OF PUBLIC WORKS HAS BEEN TAKEN ON TIDS 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. ServiceNET, Lot 19, Village Hill, Site Plans, Site Plans, Sheets 1-9, dated 2/2112017, stamped by Peter Parent, PE CME Associates, Inc. C:IUsersldveietalDesktoplOiander Dr_Lot 19_20170221 .docx Page 1 of4 b. Massachusetts DEP Checklist for Stonnwater Report, Drainage Calculations, and Soils mapping and investigation included in the Planning Board Submittal, dated January 23, 2017, prepared by Juster Pope Frazier Architects, RP Masiello, CME Associates Inc, and B Kim Erslev. 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. The owner shall retain the design engineer to document the construction of proposed stonnwater infrastructure. The design engineer shall check elevations, inverts, layout, materials and other critical aspects of the system as they are being constructed. At the completion of the work, including construction of stormwater 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 stonnwater management system was constructed in accordance with the approved plans and will function as designed. All changes to the approved stonnwater 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. The preparation of as-built plans requires routine inspections and surveying of stormwater system components while they are being constructed. 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 1 st of each year (see Specific Condition 1 below). 5. If construction of the proposed stonnwater system has not started within five years of the issue date of this permit, then the pennit will expire and a new pennit will be required. Construction is defined as clearing, grading, excavation, filling, and installation of drainage structures on the lots specified in this pennit. Specific Permit Conditions: 1. Prior to the start of construction and issuance of a Building Permit, the applicant shall record an executed Stonnwater Operation, Maintenance, and Inspection Agreement that is binding on all subsequent owners ofland 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 stonnwater management system must be adequately specified in Attachment A to this Agreement. This agreement shall be approved by the Northampton DPW and signed by the owner and the Mayor of Northampton. Chapter 281 of the Northampton C:IUsersldveletalDesktoplOlander Dr_Lot 19 _20170221.docx Page 2 of4 Stonnwater Management Ordinance provides additional guidance for the requirements of this agreement. 2. This project will be required to submit one or more Notice ofIntent (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 for each phase of construction. 3. The proposed stormwater management system is designed to mitigate peak stonnwater flows and retain stormwater on site. The proposed plans specifY an overflow connection that connects to the municipal drainage system in Prince Street. The drainage calculations show a proposed peak flow from both Lot 19 and Lot 18 to the municipal drainage system in Prince Street of 4.8 cfs for the 100 year, 24 hour design storm. The municipal drainage system in Prince Street currently has no additional capacity for overflow from this site. If, after construction of the proposed system, the system is found to increase stormwater flows to adjacent properties or to the municipal storm drain system, the owner shall redesign and reconstruct the drainage system to prevent any increased stonnwater flows to adjacent properties or to the municipal storm drain system. 4. Sheet 4 of the Site Plans includes the note, "Provide a Minimum of 4 Test Pits Throughout Infiltration Area to VerifY Seasonal High Groundwater Elevation & Infiltration Rate." The DPW requires that prior to the start of construction, the applicant shall submit to the DPW for approval, written confinnation by a Professional Engineer of Record in the Commonwealth of the results of the 4 test pits, the soil textures, soil types, and the elevation of seasonal high groundwater at the location of subsurface infiltration basin. If soil and groundwater conditions are found to be different than the conditions assumed for the proposed design and the expected infiltration rate or design of the system is impacted, the design of the proposed infiltration system and related drainage calculations must be revised and resubmitted to the DPW for approval. The elevation of the bottom of the proposed infiltration system must have a separation of at least two feet to the seasonal high groundwater elevation. 5. Within 30 days of the issuance of this Stormwater Management Permit, the applicant must submit additional details of the proposed subsurface infiltration system. The detail of the proposed 4'x4'x4' Concrete Gallery Cross Section on Sheet 5 does not indicate stone below the gallery or provide specifications for the compaction of material that the gallery sits on. Additional information for the construction of the subsurface infiltration system must be submitted to the DPW for approval and included in construction plans for the project. 6. Prior to the start of construction of the proposed subsurface infiltration basins, the applicant shall notifY the DPW ofthe expected start date of construction of these structures for inspection by the DPW. 7. Prior to the start of construction and prior to issuance of a building permit, construction plans shall be submitted to the DPW for approval. C:IUsersldve1etalDesktoplOlander Dr_Lot 19_20 170221.docx Page 3 of4 cc. Planning Board c/o Office of Planning and Development Building Department C:IUsersldveletalDesktoplOlander Dr_Lot 19_20170221.docx Page 4 of 4