HomeMy WebLinkAbout2021/06/08 - 1st Stormwater Peer Review - 325 Johnson Street %�.
Horsley Wiften Group
0
SUStainable, Ehvirownental Solutions
112 W'at r `tr t-61 Floor-Boston,MBA 02109 ..........
June 8, 2021
Ms. Jean Enright, Planning Director
Planning Department
Town of North Andover
120 Main Street
North Andover, Massachusetts 01845
Ref: Stormwater Peer Review
325 Johnson Street
North Andover, Massachusetts
Dear Ms. Enright and Board Members:
The Horsley Witten Group, Inc. (HW) is pleased to provide the North Andover Planning Board
with this letter report summarizing our peer review of the Special Permit- Watershed Permit
Application and Plan presented to the North Andover Planning Board for the proposed garage at
325 Johnson Street, North Andover, MA. The plans were prepared for Kevin &Alison Sparks
(Applicant) by Sullivan Engineering Group, LLC. HW understands that the Applicant is
proposing to construct a 720 square foot (sf) garage and small expansion to the existing gravel
driveway. The entire parcel is located within the Watershed Protection District of Lake
Cochichewick. The existing house, existing gravel driveway and proposed garage are located
within the 100-foot buffer zone of a wetland resource area. The Applicant is proposing to
disconnect the on-site wastewater cesspool and connect into the municipal sanitary system as
part of the proposed project. The Applicant intends to manage the roof runoff from the proposed
garage with a 1,000-gallon subsurface drywell.
HW has received the following documents for review:
• Special Permit—Watershed Permit Application form, prepared for Kevin + Alison Sparks
(3 pages).
• Watershed Special Permit Application, prepared by Jack Sullivan, P.E., dated May 20,
2021 (18 pages).
• Plot Plan of Land, 325 Johnson Street, North Andover, Massachusetts, prepared by
Sullivan Engineering Group, LLC, dated May 20, 2021 (1 Sheet).
Stormwater Management Design Peer Review
HW offers the following comments concerning the Special Permit Application and the
stormwater management design.
1. The property is located within the R3 Zoning District and the lot was created in 1989. In
accordance with the Watershed Protection District regulations, for lots created prior to
October 24, 1994, a 100-foot non-disturbance zone is applicable as well as a 325-foot
non-discharge zone. In accordance with Section 195-4.19 A. (4):
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Town of North Andover
June 8, 2021
Page 2 of 4
Building requirements. All construction in the Watershed Protection District shall
comply with best management practices for erosion, siltation, and stormwater
control in order to preserve the purity of the groundwater and the lake; to
maintain the groundwater table; and to maintain the filtration and purification
functions of the land.
The Applicant has proposed a 12-inch diameter staked mulch soxx along the edge of the
existing gravel driveway closest to the wetland resource area as well as around the limit
of work associated with the proposed garage.
a. HW recommends that the Applicant consider extending the erosion control barrier to
allow construction equipment access to the rear of the house to install the concrete
pads for the heat pump and the generator.
b. HW recommends that the Applicant include a detail for the proposed erosion control
barrier.
c. HW recommends that the Applicant clarify the type of equipment that will be used to
install the 6-inch PVC sewer service as well as the proposed gas service that are
located outside of the erosion control barrier. The Planning Board may choose to
condition the type of equipment that will be used to install the utilities within the
wooded area of the property. HW notes that a portion of the proposed service
connections are outside of the 100-foot non-disturbance zone.
d. HW recommends that the Applicant clarify the extent of the limit of work to include
the service connections and clearly document how the trees to be removed will be
noted in the field to avoid any miscommunication and removal of trees proposed to
remain.
2. The Applicant has applied for a Special Permit for work within the 100-foot Non-
Disturbance Buffer, in accordance with Section 195-4.19 C. (2):
(a). Any activities which cause a change in topography or grade.
The Applicant is proposing some minor changes to the grades in the vicinity of
the proposed garage.
(b). Vegetation removal or cutting, other than in connection with agricultural uses
or maintenance of a landscape area.
The Applicant is proposing to cut 9 trees between 6-inches and 20-inches in
diameter to clear the area of the proposed garage as well as the extension of the
gravel driveway.
(e). Any surface or subsurface discharge, including, but not limited to, stormwater
runoff; drainage of any roadway that is maintained by the Division of Public
Works or any private association; outlets of all drainage swales; outlets of all
detention ponds.
The Applicant is proposing to install a drywell for subsurface discharge of
stormwater runoff.
(g). Construction of any accessory structure or expansion of any existing
structure by less than 50% of the gross floor area if the existing primary structure
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Town of North Andover
June 8, 2021
Page 3 of 4
is less than 2,500 square feet and the primary structure will be connected to
municipal sewer upon completion of the project.
The existing house is listed in the Application as being 2,034 sf. The garage is
proposed to be 720 sf. The Applicant is proposing to decommission the existing
cesspool and install a 6-inch sewer service from the existing house to Johnson
Street.
3. In accordance with Section 195-4.19 C. (3) the following applicable uses are prohibited
within the Non-Disturbance Zone:
(d). The use of, or method of application of, any lawn care or garden product
(fertilizer, pesticide, herbicide) that may contribute to the degradation of the
public water supply.
The Applicant has stated that no pesticides, fungicides, chemicals, or non-
organic fertilizers will be used in lawn care or maintenance.
(e). The use of lawn care or garden products that are not organic or slow-release
nitrogen.
The Applicant has stated that no pesticides, fungicides, chemicals, or non-
organic fertilizers will be used in lawn care or maintenance.
a. The Planning Board may choose to include as a condition of approval that the
Applicant is prohibited from using any pesticides, fungicides, chemicals, or non-
organic fertilizers on the property.
4. In accordance with Section 195-4.20 G:
Within the Non-Disturbance Zone and Non-Discharge Buffer Zone, any runoff
from impervious surfaces shall, to the extent possible, be recharged on site and
diverted toward areas covered with vegetation for surface infiltration. Where on-
site recharge is not feasible due to soil or other natural conditions, other
mitigating measures such as sedimentation ponds, filter berms, or restoring
wetlands shall be used only where other methods are not feasible and after
approval by the Board of Health, Building Inspector and the Division of Public
Works to assure that the methods used for on-site infiltration and/or other
measures shall remain effective.
The Applicant has proposed a 1,000-gallon drywell to infiltrate the roof runoff from the
proposed garage. HW has the following comments associated with the drywell design:
a. The Applicant has noted that the drywell has been sized to handle the 100-year rain
event. However, it appears from the HydroCAD model that the peak elevation within
the drywell during the 100-year event is 256.99, which is above the interior drywell
elevation of 256.8. The drywell is proposed to be set at elevation 254.3 and has an
internal height of 2.5 feet. HW recommends that the Applicant adjust the design
slightly to reduce the peak elevation.
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Town of North Andover
June 8, 2021
Page 4 of 4
Conclusions
HW recommends that the Planning Board require that the Applicant address these comments
as part of the Board's review process. The Applicant is advised that provision of these
comments does not relieve him/her of the responsibility to comply with all Town of North
Andover Codes and By-Laws, Commonwealth of Massachusetts laws, and federal regulations
as applicable to this project. Please contact Janet Bernardo at 508-833-6600 or at
jbernardo@horsleywitten.com if you have any questions regarding these comments.
Sincerely,
HORSLEY WITTEN GROUP, INC.
F
Janet Carter Bernardo, P.E.
Associate Principal
CC: Conservation Commission
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