HomeMy Public PortalAboutCRWA_Watertown_EPA_Aug2018_finalversionGreening the Streets of Watertown
Edenfield Avenue Green Street Demonstration Project
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• Protecting, preserving and enhancing the Charles
River and its watershed through science, advocacy
and the law.
• Founded in 1965 by concerned citizens
Focused on a "science -based" understanding of interactions in
the watershed
Blue Cities: Restoring the Charles River through re -engineering
the watershed
CRWA
Stormwater and Water Quality
Typical pollutants in urban runoff:
- Oils and Gasoline
-Trash
- Leaves and Mulch
- Sediment
- Bacteria
- Nutrients
- Heavy Metals
4iR+4 Fish Kill in the Lower Charles River Basin 44
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Stretch of river with higher density of Fish kill
Each icon represents 4-6 carp or large -mouth bass
4Vr carcasses reported in the Lower Charles in August
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Watertown: Key Facts
• Area: 2,668 acres or 4.2 square miles.
• 36 acres drains to the Mystic (Wellington
Brook) remainder drains to the Charles
• Upstream of Waltham & Belmont,
downstream of Newton.
• Fully separate drainage & sewer systems.
• 27 municipal outfalls to the Charles River
and 10 non -municipal outfalls.
• Key water features are the Charles River,
Sawins Pond & Walker Pond.
• Remainder of the Town's water resources
are buried in— 63 miles of drain pipe (6-inch
in diameter to 6-feet).
• Most pipe is made of clay (leaky), large
pipes are concrete.
• 3,200 catch basins
• Interconnections with Waltham, Belmont,
and Newton.
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Watertown: Key Facts/ Characteristics
Land use:
• 52% high density residential
• 30% commercial and industrial
• Population density is over 8,000 people per square mile, about 14,500 if only
residentially zoned areas are considered.
• Per EPA, we are 49% impervious.
Topography and Soils
• Low points at Charles River (elevations 17 to 25), gradually sloping up with a
sharper slope approaching Belmont, highpoints about elevation 200.
• Soils are generally good with areas of ledge and springs at higher elevations.
Flooding
• First sewer and drainage study published in 1879.
• Drainage Master Plan in 1958 resulted in several improvements to address
long-standing flooding issues in east and west ends.
• Addition projects in 1990s and 2000s addressed trouble areas.
• Majority of flooding is localized and occurs during heavy storms.
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Watertown: It gets worse before it gets better!
Town Requirements
• NPDES Permit issued in 2003 requires six
minimum control measures: public outreach and
education, public involvement, IDDE,
construction controls, post -construction controls,
and good housekeeping
• Consent Agreement with EPA in 1996 for IDDE
• TMDL
IDDE History
• Stormwater Management Program Plan in 1998
• IDDE Plan approved by EPA in 2006, revised in
2011 (currently target 7 outfalls)
• Illicit Discharge Ordinance in 2011
• Quarterly outfall sampling
• 62% of sewer system has been smoke tested
• 29 illicit discharges have been removed
• Illicit discharges treated as emergency situations
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Edenfield Avenue Green Street Demonstration
Project
- What is a Green Street?
- Local Examples and Pilots
- Project /Grant Background
- Public Education and Outreach
- Project Design & Implementation
- Lessons Learned
- Scaling up from the Pilot
CRWA
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What is a Green Street?
A street designed to:
• be a visible component of a system of
"green infrastructure" that is incorporated
into the aesthetics of the community
• integrate a system of stormwater
management within its right of way
• reduce the amount of water that is piped
directly to streams and rivers
• make the best use of the street tree canopy
for stormwater interception as well as
temperature mitigation and air quality
improvement
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Green Street Benefits
• Water quality improvements and volume
reductions in stormwater being discharged
into receiving bodies of water
• Key linking component in community
n
efforts to develop local green infrastructure
networks
• Improves local air qualitybyproviding -
interception of airborne particulates and
shade for cooling
• Reduces heat island effect
• Increases property values
• Calms traffic and improves pedestrian
experience along the street right of way
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Green Street: Local Examples
AH"aue St., Allston
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Western Ave.,
Cambridge
Fawcett St., Cambridge
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319 Grant and Project Background
- Awarded by Massachusetts Department of Environmental
Protection under 319 Non -Point Source Pollution Grant
Program
- CRWA partnering with the DPW to design and implement
a green street demonstration project at Edenfield Avenue
- Public outreach efforts will be closely coordinated with
the Town's Stormwater Advisory Committee
- Green Infrastructure design by Horsley Witten Group,
overall project engineering by WorldTech Engineering and
construction by Newport Inc.
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Project Background and Goals
- Excessive width (32') for a residential street, making it a good
candidate for road diet
- Deteriorated surface condition due to recently completed utility (gas,
water and sewer) improvements
- Implement a "green infrastructure" project in coordination with a
road reconstruction project
- Increase public awareness and interest in the issues related to
stormwater pollution and the potential benefits that GI can provide
- Increase departmental capacity to address current and future
stormwater needs using low cost, proven technologies
- Develop a standard process for incorporating GI into road
reconstruction projects
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Typical Road Reconstruction Elements
- Road reclamation and paving
- Drainage repairs
-Granite curbing
- Concrete sidewalks
- Handicap ramps
- Grass borders and street trees
PROP.
SIDEWALK
EXIST. ROADWAY
PROP. ROADWAY
VARIES MATCH EXIST.
4" LOAM & SEE
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EXIST. GROUND"1�.5vMAX. 2,0%�TYP.) 2.0% (TYP.)
4E..
WALK SURFACE—` \
FULL DEPTH PAVEMENT RECLAMATION
8" GRAVEL BORROW, TYPE B 1
wHERE REQu I R ED /DIRECTED BY GRAN. CURB — TYPE VA-4
DPW SUPERINTENDENT (TYP.) '-4" LOAM do SEED
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PROP.
SIDEWALK
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(TYP.)
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Watertown's Complete Streets Approach
- Road diets
- Accessible ramps
- Pavement markings
- Reduced crosswalk
lengths
- Curbing
- "Bump outs"
- Reduced corner radii
- Reclaimed green space
- Street trees
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Edenfield Avenue -Proposed Road Diet
TOWN RIGHT-OF-WAY
32'-0"±
EXISTING ROADWAY
5._O.l 7'-0" 26._0" 7._0" 5.-0.l
SIDEWALK GRASS OR PROPOSED ROADWAY GRASS OR SIDEWALK
GREEN GREEN
INFRASTRUCTURE INFRASTRUCTURE
AREA AREA
EXISTING PAVEMENT ELEVATION
EXIST. GROUND EXIST. GROUND
NEW PAVEMENT
CEMENT NEW GRANITE CURBING NEW GRANITECURBING CEMENT
CONCRETE CONCRETE
SIDEWALK ZLOAM &SEED; LOAM &SEED, SIDEWALK
BIORETENTION AREA, OR BIORETENTION AREA, OR
ENHANCED FILTER TREE TRENCH TYPICAL SECTION ENHANCED TREE FILTER TRENCH
EDENFIELD AVENUE
NOT TO SCALE
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Edenfield Avenue -Proposed Design
LEGEND
— — — EXISTING EDGE OF ROAD
J- PROPOSED HOT MIX ASPHALT ROADWAY
f PROPOSED CEMENT CONCRETE SIDEWALK/DRIVEWAY
PROPOSED GRASS AREA
PROPOSED CEMENT CONCRETE WHEELCHAIR RAMP
• ��ii PROPOSED BIORETENTION AREA
CRWA PROPOSED ENHANCED TREE FILTER TRENCH
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Public Outreach and Education
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Public and staff meetings, site
walk and visits during design
phase and pre construction
Pre and post construction
stormwater monitoring
One to one conversations with
project abutters during site
walk and construction
Website updates, blog posts
and news articles
Role of the Stormwater
Advisory Committee and public
events (Faire on the Square)
Construction Inspection and
Documentation
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Public Outreach and Education
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ENGINEEFUNO
Long -Term Operation and Maintenance Manual
5tonn water Improvements
EdenfieId Avenue— Green Infrastructure
Prepared for.
Town of Watertown
Qeparhnerd of Publ is Works
124 orchard Street
Watertown, MR 02061
Prepared by: Horsley Witten Group, Inc.
May 201 T
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Edenfield Avenue — Design and Implementation
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Project Award: 2016
Construction: 2017
Completion: Spring 2018
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Edenfield Ave. —Design and Construction Issues
• Dense residential
areas tend to have
numerous utilities
that need to be
accounted for
• Parking, walking
path of travel,
back of sidewalk
considerations
• Impacts to utilities
and burial depths
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Tree Trenches: Design Considerations
• Perform test pits at
each location to
confirm soil properties
• Work around existing
utility services
• Consider tree planting
requirements .
• Do you cut down a r
healthy tree to install
a tree trench?
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Tree Trenches: Construction Considerations
• Install a tee to
the underdrain
at the same
time as the
catch basin so
you do not
need to
excavate the
catch basin
again
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Bio-swales: Design Considerations
STABILIZE SIDE SLOPES
WITH TOP SOIL, PLUGS,
AND OVER SEEDING.
6" VERTICAL GRANITE
CURB (SEE DETAIL)
PAVEMENT
6.5'
VARIES
0.8 - 1.33'
t
5' CONCRETE
SIDEWALK (TYP.)
_ VARIES _
3.0 - 3.8' 1 112% SLOP
O
(TYP.)
2 10"-14" 12"-15"
3
1� PENNSYLVANIASEDGE
MAX. I
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LANDSCAPING
,� di, lid ti
MAX
'SCHEDULE
STABILIZE SIDE SLOPES
WITH TOP SOIL, JUTE
'MATTING, PLUGS, AND
OVER SEEDING.
\ \/\
18' BIO SOIL
3" PEA GRAVEL
BIOSWALE TYPICAL SECTION
NOT TO SCALE
• The bioswales make use of the "grass border" between the street
and sidewalk
• Must consider the sidewalk elevation, which are controlled by the
back of sidewalk and ADA requirements
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Bio-swales: Design Considerations
CHECK DAM
GRANITE ELEV: C1
INFLOW
(INLET) STONE SPLASH PAD
TYP. (SEE DETAIL)
CELL
CELL
ENGTH OFSYSTEP
CURB CHECK DAM GRANITE
OUTFLOW
`ELF : C2 (OUTLET)
CELL
NOTES: �.. -.
SEE BIORETENTION SCHEDULE FOR ALL SPECIFIED ELEVATIONS
2. THIS IS A TYPICAL PROFILE; SEE PLANS FOR NUMBER OF CELL$ AND SCH EDULE FOR CELL LENGTH
3. SIDE SLOPES WILL VARY BETWEEN 3:1 AND 2:1, SEE BIOSWALE TYPICAL SECTION . GRADE UP TO MATCH ELEVATIONS AT TOP OF SLOPE.
4. PROFILE SHOWS ELEVATIONS FOR UP TO 3 CELLS. IF SCHEDULE SP=CIFIES GREATER OR LESS THAN 3 CELLS, FOLLOW ELEVATION PATTERN
THAT HAS BEEN LAID OUT IN BIOSWALE TYPICAL PROFILE
BIOSWALE TYPICAL PROFILE
NOT TO SCALE
• Check dams are required to create cells of level bio-swale
• Granite curb was used to separate each cell
• The cell holds water back for treatment and infiltration
• Steeper bio-swales require more cells
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Bio-swales: Design Considerations
• A concrete pad
forms the inlet for
to the bio-swale
• High flows will by-
pass the inlet
• Will also allow by-
pass during snow
season
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Bio-swales: Design Considerations
• Important for
stakeholders to
understand the design
intent of the bio-swale
• Use appropriate plantings
(salt and drought tolerant,
native, etc.)
• Consider maintenance
requirements
• Erosion control
• Special soil matrix
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Bio-swales: Construction Considerations
• Field adjustments to road and
curb elevations impact Swale
construction
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Bio-swales: Construction Considerations
• Important to
preorder plants for
bio-swales and
minimize
substitutions on
day of installation
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Bio-swales: In Action
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Bio-Swales versus Tree Trenches
Bio-Swales
Pros
• High visibility
• Obvious a
stormwater feature
• Easy to maintain
• Can be used in
areas with higher
groundwater
Cons
• Need resident buy -in
• Neighborhood context
and aesthetics
• Requires detailed
design
• Can be significantly
impacted by field
changes
• Need more space
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Bio-Swales versus Tree Trenches
Tree Trenches
Pros
• Easy to design
• Easy to maintain
• Can work around
existing utilities
• Easy to retrofit
existing catch basins
• Can store and treat
more runoff
CRWA
Cons
• Low visibility (hidden)
• More difficult to
maintain
• Requires good soils
• Requires greater depth
to ground water
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Edenfield Ave. Post -Construction
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Edenfield Ave.- Lessons Learned
• Outreach and education, including public officials, is
critical to the success of the project
• Careful consideration is needed scoping out locations
and during design
• Tree trenches are easier to design and construct
• Bioswales require detailed design and careful
construction, but are more visible to the public
CRWA
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Scaling -up from Eclenfield Ave. Pilot
• Using interest and perceived success of the project to
advocate for future funding of green infrastructure
— Installing two tree trenches as part of 2018 Road
Reconstruction program
— Installing two tree trenches and a "signature" bioretention
area as part of Common Street redesign
— Public -private partnerships
• Maintenance of green
infrastructure an on -going
concern
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Where We Stand Now & Moving Forward
Over 55 miles of drainage pipes (6 inches in diameter to over
6 feet) conveying stormwater from our catch basins to our
stormwater outfalls
• Total Maximum Daily Load for Phosphorous Pollutant
carrying capacity of the river
• 62.4 % reduction in phosphorous required for Watertown
• Watertown has to remove 613 kg/year of phosphorus
Regulations Related to Stormwater
• DPW Street Opening Permit Rules & Specifications —DPW
Site Plan Review
• DPW Drainage Policy
• Zoning Regulations encourages stormwater management
& LID techniques.
• Sanitary Sewer & Storm Drain Regulations
• Stormwater Management & Erosion Control Ordinance
CRWA
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Where We Stand Now & Moving Forward
Key SW Activities
• Street sweeping done
by Town
• Catch basin cleaning
• Plan review
• Stormwater Advisory
Committee
• 604b and 319 Grants
Key Challenges
• IDDE/Dry weather
flows
• Wet weather flows
• Redevelopment
TREE TRENCH 1
Watertown
CRWA
We're all about
this town-