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November 4, 2010
North Andover Planning Board
1600 Osgood Street
North Andover, MA 01845
Attn: Judy Tymon, Town Planner
RE: Stormwater Management Review
Sutton Hill Center, 1801 Turnpike St.
Dear Ms. Tymon and Board Members:
Per your request, I have conducted an initial technical review of the October 14, 2010
Submission for Site Plan Approval for the above-referenced project. Included in the
materials I received and reviewed were the following:
■ October 14, 2010 Cover Letter to Judith Tymon, Town Planner from Norman
Hill, P.E. of Land Planning, Inc.
■ Drainage Analysis, Sutton Hill Center, prepared for Genesis Health Ventures, Inc.
by Land Planning, Inc. and dated October 13, 2010.
■ Site Development Plans (Sheets 1-3 of 3) for Facility Expansion of Sutton Hill
Center, prepared for Genesis Health Ventures, Inc. by Land Planning, Inc. and
dated October 13, 2010.
The proposed project is a 2,800 square foot expansion of the existing health care facility,
with associated parking. As proposed, roof runoff from the building addition would drain
to a subsurface infiltration system located beneath the new parking area. Runoff from the
new parking area would undergo pretreatment in a Stormceptor unit prior to discharge to
the subsurface infiltration system. Overflow from the infiltration system would be
discharged toward an existing isolated vegetated wetland on the site and then to an offsite
bordering vegetated wetland to the north. The proposed project is subject to regulation
under the Massachusetts Wetlands Protection Act and the North Andover Wetlands
Bylaw, and will therefore need to comply with the Massachusetts Stormwater Standards.
It is my understanding that a Notice of Intent has not yet been filed with the Conservation
Commission.
The focus of my review is on the proposed stormwater management aspects of the project
and its compliance with the Site Plan Review requirements (Section 8.3) of the North
Andover Zoning Bylaw. My comments are as follows:
1. In accordance with the Site Plan Review requirements, the drainage analysis
indicates that the peak runoff rates from the project site would not be increased
under 2-, 10- and 100-yr design storm conditions as a result of the proposed
expansion. The rate of runoff to the existing isolated vegetated wetland on the site
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would, however, be increased under post-development conditions; it is storage
within the wetland that would attenuate the rate of discharge from the site. It is
not clear whether use of the wetland for this purpose would be allowed by the
Conservation Commission, since it would likely impact the hydrology of the
resource area. Further, since the analysis does not take into account all of the flow
to the isolated wetland (it appears that a portion of the property to the west of the
project site also drains to the wetland), it may not actually have the available
storage assumed in the calculations.
2. Ongoing maintenance of the proposed drainage structures will be needed to
ensure that the system continues to perform as designed. An O&M Plan was not
included in the materials I reviewed.
3. The Site Plan Review Criteria call for an Erosion & Sediment Control Plan and
protection of any steep slopes on the site. Except for a single row of staked
haybales, this has not been addressed in the plans submitted.
4. I encourage the Board to also consider whether the existing drainage system on
the project site has been adequately maintained, and whether this project provides
any opportunity to improve the stormwater management on the site.
I appreciate the opportunity to assist the North Andover Planning Board with the review
of this project, and hope that this information is suitable for your needs. Please feel free
to contact me if you or the applicants have any questions regarding the issues addressed
herein.
Sincerely,
EGGLESTON ENVIRONMENTAL
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Lisa D. Eggleston, P.E.