31C-001 Village at Hospital Hill Phase 1- Stormwater Permit•~ :~~>• 1
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City of Northampton
Departrnent of Pubtic Worts
STORMWATER MANAGEMENT PERMIT
APPLICATION DECISION
Project /Site Name: Villa;7e at Hospital Hill - Phase I Site
Project Street or Location /Assessor ID: Village Hill Road / 31 C-001
Applicant Nature: The Community Builders
Applicant Address/Phone: 322 Main St., Springfield MA / 413-737-0207
Application Submission Date: 5/11/2005
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
dete;<•mination 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.
~'. Approval of the Stormwater Management Permit Application subject to any
conditions, modifications or restrictions requi><•ed 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 developmetzt 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. Village at Hospital Hill-Phase One, Site Plans, Sheets L-103 Grading and
Utilities Plan and L-AD 1 Road Profile, dated 5/4/2005 by Dietz & Co. Architects,
Inc. and The Berkshire Design Group.
b. Letter dated 5/9/2005 and Construction Schedule from Aquadro & Cen-uti, Inc.
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c. Proposed Stormwater Management System Operation & Maintenance Plan for the
Village at Hospital Hill, Phase I Site, dated 7/13/2004 by TCB Hospital Hill,
LLC.
d. Drainage Report for Village at Hospital Hill Phase I Site Plan, dated June 2004 by
The Berkshire Design Group.
e. Drainage Calculations for Basin 4 Revisions, dated 3/10/2005 by The Berkshire
Design Group
f. Stonnwater Pollution Prevention Plan for Village at Hospital Hill-Phase I, dated
March 1, 2005, signed by The Community Builders, Inc., Aquadro & Cerutti,
Inc., and Dietz Construction.
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. 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 November 1St of
each year. - - - _ - _ -- - - -
4. If construction of the proposed Stonnwater 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. Prior to issuance of a certificate of occupancy, the applicant must record an executed
Stonnwater Operation, Maintenance, and Inspection Agreement that is binding on all
subsequent owners of land served by the private stonnwater management facility by
recording it in the land records of the Registry of Deeds. This agreement shall be signed
by the applicant and approved by the Northampton DPW. Section 22-85 of the
Northampton Stonnwater Management Ordinance provides additional guidance for the
requirements of this agreement.
2. The applicant shall submit to the Northampton DPW within 30 days of the issuance of
this pernzit, final plans and stormwater calculations documenting the existing and
proposed site development and the expected flows from these areas. The stonnwater
calculations shall be stamped by a Registered Professional Engineer and use identical
design stones as the Beals and Thomas, Inc. stonnwater calculations approved for the
Phase I Definitive Subdivision Plan for this site.
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3. The applicant shall submit to the Northampton DPW within 30 days of the issuance of
this permit, documentation that the capacity of the proposed 24 inch drain line to
Detention Basin 4 is adequate to convey all the flows from the planned site build-outs of
all the areas in drainage area (PDA) 2C that were not proposed to be connected to the
previously approved 24 inch drain line as part of the Phase I Definitive Subdivision Plan.
The applicant shall also submit an explanation why these two 24 inch drain lines cannot
be combined.
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
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