16A-020 Fairway Village Fairway Drive Emergency Certification 8-27-2009Important:
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Massachusetts Department of Environmental Protection
Bureau of Resource Protection Wetlands
WPA Emergency Certification Form
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
A. Emergency Information
AWittciPA
Is, ing Authority
Issuance From:
1. Site Location:
2 Reason for Emergency:
3. Applicant to perform work:
1■6 ftglua fitlt/a•AlsifiA/c1
4. P blic agency to perform work or public agency ordering the work to be performed:
�I tc +wP CP•016)411 t�tw+1ss
5. Date of Site Visit:
Nripi Z5
6. Work to be allowed
taagr ereftirAr" 'Waal vote
May not include work beyond that necessary to abate the emergency.
B. Signatures
Certified to be an Emergency by this Issuing Authority.
Signatures:
KtVI+E LAKE
Start Date: End Date
()Meet 14 V°, AkVE) /ST 76re f
no later than 30 days from start date or 60 days in the
case of an Immediate Response Action approved by
DEP to address an oil /hazardous material release.
_Allier 2 ?20
Date
u►tcsret/
A copy of this form must be provided to the appropriate DEP Regional Office.
WPA Emergency Certification Page 1 of 2
Rev. 01 /31/0
Massachusetts Department of Environmental Protection
Bureau of Resource Protection Wetlands
WPA Emergency Certification Form
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
C. General Conditions
1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory
measures, shall be deemed cause to revoke or modify this Emergency Certification or subject to
enforcement action.
2. This Emergency Certification does not grant any property rights or any exclusive privileges; it does not
authorize any injury to private property or invasion of property rights.
3. This Emergency Certification does not relieve the applicant or any other person of the necessity of
complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations.
4. Any work conducted beyond that described above, and any work conducted beyond that necessary to
abate the emergency, shall require the filing of a Notice of Intent.
5. The Agent or members of the Conservation Commission and the Department of Environmental
Protection shall have the right to enter and inspect -the area subject to this Emergency Certification at
reasonable hours to evaluate compliance with this Certification, and may require the submittal of any
data 'deemed necessary by the Conservation Commission or the Department for that evaluation.
6. This Emergency Certification shall apply to any contractor or any other person performing work
authorized under this Certification.
7. No work may be authorized beyond 30 days from the date of this certification without written approval
of the Department.
D. Special Conditions
N/A
E. Appeals
The Department may, on its own motion or at the request of any person, review: an emergency
certification issued by a conservation commission and any work permitted thereunder; a denial by a
conservation commission of a request for emergency certification; or the failure by a conservation
commission to act within 24 hours of a request for emergency certification. Such review shall not
operate to stay the work permitted by the emergency certification unless the Department specifically so
orders. The Department's review shall be cohdu'cted within seven days of: issuance by a conservation
commission of the emergency certification; denial by a conservation commission of the emergency
certification; or failure by a conservation commission to act within 24 hours of a request for emergency
certification. If certification was improperly granted, or the work allowed thereunder is excessive or not
required to protect the health and safety of citizens of the Commonwealth, the Department may revoke
the emergency certification, condition the work permitted thereunder, or take such other action as it
deems appropriate.
WPA Emergency Certification Page 2 of 2
Rev. 01 /31/0
NEW ENGLAND IENV]RONMENTAL, INC.
ENVIRONMENTAL CONSULTING SERVICES
July 23, 2009
Northampton Conservation Commission
City Hall
210 Main Street
Northampton, MA 01060
RE: Emergency Certification for culvert replacement
Fairway Road, Florence, MA 01062
NEE File 09 -3440
Dear Members of the Commission:
Enclosed please a narrative describing site conditions and proposed work associated with repair
of a failing culvert under Fairway Drive, a private road leading to residences in the Fairway
Village housing development in Northampton. This project is being filed as an emergency under
the Massachusetts Wetlands Protection Act (WPA),KG.t. Chapter 131 40, and its regulations
at 310 CMR 10.06. The proposed work is necessary to protect public safety, and is an urgent
matter due to recent deterioration of the site.
Thank you for reviewing this project.
Sincerely yours,
Nevy 1 gland Environmental, Inc.
B` u.c Gi9i4
Senior Scientist
cc: Larry Rusiecki, Doucet Associates
Patricia Taylor, The Hampshire Property Management Group
9 RESEARCH DRIVE 0 AMHERST, MA 01002 OPHONE: (413) 256 -0202 o FAX: (413) 256 -1092
Figure 1
Figure 2
Figure 3
TABLE OF CONTENTS
1.0 INTRODUCTION 1
2.0 SITE DESCRIPTION 1
3.0 PROJECT DESCRIPTION 1
4.0 WETLAND RESOURCE AREAS 2
5.0 SEDIMENTATION AND EROSION CONTROL 3
6.0 SUMMARY 3
7.0 REFERENCES 4
FIGURES
USGS Locus
Orthophoto with NIIESP Estimated Habitat overlay
Flood Zone Map
PLANS
Submitted by Doucet Associates under separate cover
Project Narrative for Emergency Certification July 23, 2009
Fairway Road culvert replacement, Northampton Page i, NEE Project 09 -3440
1.0 INTRODUCTION
New England Environmental, Inc. (NEE) and Doucet Associates (Doucet) have prepared this
request for an Emergency Certification on behalf of the residents of Fairway Village, in order to
expedite replacement of a failing culvert under Fairway Road in Florence. The proposed work is
necessary to protect public safety, in particular to maintain the ability for residents and emergency
vehicles to access the residences which are located to the north of the culvert.
2.0 SITE DESCRIPTION AND CURRENT CONDITIONS
Fairway Village is a residential neighborhood at the south end of Northampton Country Club,
between Spring Street and Mill River in Florence. Fairway Road is a private roadway which serves
as the sole paved access to this neighborhood. •Figure 1 illustrates. a site locus on the USGS
topographic map. Figure 2 is an aerial photograph of the area, with the location of adjacent
Estimated •IIabitat of Rare Wildlife indicated. Fairway Road crosses an unnamed tributary of Mill
River, depicted as perennial on the USGS map. This stream is contained in a 7 -foot diameter
corrugated metal pipe culvert under the road. The pipe is approximately 93 feet long. At the east
end of the pipe, which is downstream, the pipe ends in a concrete headwall, followed by a level
concrete flow restriction structure approximately 12 feet wide, which creates a waterfall at its
notched downstream edge. The streambed below this waterfall is over 11 feet lower in elevation
than the streambed at the upstream end of the culvert across- Fairway Road.
Currently, Fairway Road has subsided in the vicinity•ofthe.culvert, such that runoff from the road
does not reach two stormwater catch basins north of the stream crossing. Instead, runoff collects in
the road over the culvert and then flows west, eroding the soil next to the road and the adjacent
sidewalk before flowing into the stream. It has also opened a sinkhole between the sidewalk and the
pipe inlet, so that stormwater is flowing underground and into the pipe and the surrounding soil. The
pipe itself is no longer round, but has compressed to an irregular shape, and appears to be separating
by at least one joint. The road surface was reinforced, filled; and repaved over the pipe in early June
of 2009. Since then, the road surface has subsided further, more soil has eroded, and the pipe has
become more mis- shapen.
3.0 PROJECT DESCRIPTION
The proposed solution for the failing culvert is replacement with a reinforced concrete pipe of the
same diameter. Because this roadway provides sole access to. 64 dwelling units in Fairway Village,
the work will be done in phases, and a single lane of the roadwill remain open for vehicular traffic.
The work will proceed generally from the downstream •end to the Upstream end. During
construction, the stream will be impounded above the culvert and piped downstream. The
downstream flow control structure will be retained. The construction phases are indicated on Sheet
C -6 of the Doucet plans, with Phase I replacing the culvert east of the existing roadway. Phase II
will replace the culvert under the east side of the roadway, maintaining access over the west side and
Project Narrative for Emergency Certification July 23, 2009
Fairway Road culvert replacement, Northampton Page 1 NEE Project 09 -3440
the adjacent sidewalk. Phase III will replace the remaining culvert sections under the west side and
sidewalk, while restoring traffic to the newly filled east side of the road. Phase IV will install the
remaining sections west of the sidewalk, and construct a headwall at the invert. Phase V will restore
the roadway surface, sidewalk, guardrails, and adjacent surfaces.
The proposed work will improve current stream conditions by eliminating a source of erosion into
the stream, and by rerouting all roadway stormwater to the existing catch basins. Existing
conditions in the stream are not consistent with fish passage, and it is not possible to reconfigure the
stream under the road to allow fish passage, due to the change in elevation. Wildlife passage
through the culvert after rehabilitation will be equal to or better than current conditions.
4.0 WETLAND RESOURCE AREAS
New England Environmental, Inc., (NEE) completed a wetlands delineation near the Fairway Road
culvert on June 24, 2009. The following resource areas are in the vicinity of the proposed work:
Bank
Bank,
Land Under Waterway,
Riverfront Area, and
Bordering Vegetated Wetlands.
No other wetland resources were found at this site. The Flood Insurance Rate Map for the area
shows no land subject to the 100 year flood on the site (see.Figure 3).
Bank is found along the brook that runs under Fairway Road, and along a small drainage channel
draining wetlands southwest of the crossing. Flags BK1 -3 and BK11 -14 Mark the top of Bank west
of the culvert. Flags BK21 -24 and BK31 -34 mark the top of Bank east of the culvert. Under current
DEP interpretation, the culvert itself is also considered. Bank. Flags Al and A2 mark the eastern
side of Bank along an intermittent stream, the drainage `channel mentioned earlier. The proposed
work will alter Bank by replacing the failing culvertand building, a headwall at.the entrance to the
new pipe. These alterations to Bank are intended to stabilize the Bank on this site.
Bank has a 100 foot buffer zone. All the proposed work is either within Bank or its buffer zone.
Land Under Waterway
Land Under waterway is located between the Banks of the stream, and is that part of the streambed
which remains under water during annual low flows..: It was. not delineated. Land Under Waterway
(LUW) on this site is very stony. It may also be considered to include the bottom of the pipe.
Alteration of LUW will be limited to the replacement of the pipe and restoration of the streambed
Project Narrative for Emergency Certification July 23, 2009
NEE Project 09 -3440
Fairway Road culvert replacement, Northampton Page 2
west of the new headwall. This area was armored with 'stone when the current pipe was installed,
and stone will be placed at the entrance to the new pipe. No other alteration of LUW will be
necessary.
Riverfront Area
Riverfront Area on this site is presumed to extend 200 feet from the BK flags and the existing
culvert. Excavation to replace the culvert will temporarily alter Riverfront Area. Paved surfaces
and vegetated surfaces will be restored after installation of the new pipe. All proposed work
beyond Bank is within Riverfront Area.
Bordering Vegetated Wetlands
Bordering Vegetated Wetlands (BVW) are found on the southwest of the stream crossing, on the
west side of the drainage channel marked by flags Al and A2, and extending south on the west side
of flags A3 to A5. This is a wooded area dominated by Red Maple. BVW is not found north of the
perennial stream, or south of the stream on the east side of the culvert, due to steep slopes adjacent to
the stream, which are covered with upland vegetation above the delineated Bank.
Bordering Vegetated Wetlands have a 100 foot buffer zone. A small area of BVW may be disturbed
in order to install the southern wing of the western headwall. This area, and the adjacent 100 foot
buffer zone, will be revegetated after installation of the culvert and associated structures.
5.0 SEDIMENTATION AND EROSION CONTROL
The proposed erosion control barrier for this project is a. silt fence and hay bales, staked and
anchored in the ground, at the limit of work depicted on the plans, except where the limit of work
crosses pavement. In addition, a turbidity curtain will be installed at the downstream end of the flow
control structure. This protection will be in place before 'any construction work begins. Hay bales
and silt fence will remain in place until all exposed soil surfaces have been revegetated. Extra
erosion control materials will be maintained on site during construction for any needed repairs or
additions. Soil lodged against the silt fence when it is removed, will be disposed of in vegetated
upland areas.
6.0 SUMMARY
Project Narrative for Emergency Certification July 23, 2009
This request for an Emergency Certification proposes replacement of a failing culvert under Fairway
Road in Florence. The replacement of the existing pipe, and construction of a headwall at the
upstream end of the new pipe, will serve to stabilize the Bank of the stream, and will also improve
drainage of stonnwater by directing roadway runoff to two catch basins and eliminating erosive
flows which currently send sediment into the stream. The work will alter the existing Bank and
Land Under Waterway, primarily the pipe and its inlet, andmay also disturb a small area of BVW.
Fairway Road culvert replacement, Northampton Page 3
NEE Project #.09-3440
All the work is also within Riverfront Area and buffer zones. Surfaces disturbed by the work will be
restored to their pre- existing condition, either vegetated or paved. The work is necessary to protect
the safety of the public, as the residents of 64 units in Fairway Village utilize this roadway as the
sole access to their homes.
7.0 REFERENCES
Federal Insurance Rate Map (FIRM), Federal Insurance Administration, National Flood Insurance
Program. 1978. Flood Insurance Rate Map, City of Northampton, Massachusetts, Ilampshire
County, Community Panel Number 250167 0001A.
Massachusetts Natural Heritage Atlas 2008 Edition. Natural Ieritage and Endangered Species
Program, Massachusetts Division of Fisheries and Wildlife.
MassGIS, Commonwealth of Massachusetts Executive Office of Environmental Affairs.
Project Narrative for Emergency Certification July 23, 2009
Fairway Road culvert replacement, Northampton Page 4 NEE Project 09 -3440
Fi ure.2: Orti o irk s Estimated Habitat
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9 Research Drive Amherst, MA 01002
(413) 2.56-0202 Fax: (413) 256-1092
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Ptot Date /Time: Jul. 23, 09 13:42 ;00
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Drawing: P: \1126 OO1 \dwg \warking_drawings \1126- 001_DT.dwg
User; LRUSIECKI
Last Modified; Jul. 23, 09 13;43
Plot Date /Time; Jul. 23. 09 13:43:27
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Xrefs: P:\1126- 001 \dwg \working_drawings \xref \1126- 0o1_TB.dwg
Details
6
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DA Doucet Associates, Inc.
136 West Street, Suite 103
Northampton, MA 01060
Phone: (413) 517 -0133 Fax: (413) 517 -0136
AUSTIN, TEXAS NORTHAMPTON, MASSACHUSETTS ROSEVILLE, CALIFORNIA
www.doucetandassociates.com
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