Zoning Board of Appeals
Regular MeetingBraintree, MA · October 23, 2019
Minutes
Department of Planning & Community Development
Zoning Board of Appeals
1 JFK Memorial Drive
Braintree, MA
www.braintreema.gov
Joseph. C. Sullivan
Mayor
Zoning Board of Appeals (ZBA)
Meeting Minutes
October 23, 2019
IN ATTENDANCE: Stephen Karll, Chair
Michael Ford, Member
Richard McDonough, Member
ALSO PRESENT: Christine Stickney, Director-Planning & Community Development
Melissa SantucciRozzi, Assistant Director P&CD
Connor Murphy, Staff Planner, P&CD
Carolyn Murray, Attorney (KP Law)
Deborah Keller, Licensed Civil Engineer, Merrill Engineers and
Land Surveyors
Chairman Karll calls the meeting to order at 7:00 PM.
CONTINUED PUBLIC HEARINGS
Comprehensive Permit Application (Chapter 40B) that includes an Approval Not Required
Subdivision Plan from 383 Washington Street LLC. The Applicant is proposing to construct a
70-Unit Multi-Family Residential (Rental) “Parkside Apartments” building along with associated
drainage, utility, parking, access, landscaping and lighting improvements on a proposed lot of
93,866 Square Feet. The properties at 383 Washington Street, Storrs Avenue and the way
known as “Alves Avenue” are all Zoned General Business within the Village Overlay District and
are identified on Assessor’s Plan 2028 as Plot 31 and 32-A.
Comprehensive Permit Application (Chapter 40B) that includes an Approval Not Required
Subdivision Plan from 383 Washington Street LLC. The Applicant is proposing to construct
eight (8) Townhouse Style Residential Units (Ownership) “Parkside Condominiums” in two (2)
buildings along with associated drainage, utility, parking, access, landscaping and lighting
improvements on a proposed lot of 20,327 Square Feet. The properties at 383 Washington
Street, Storrs Avenue and the way known as “Alves Avenue” are all Zoned General Business
within the Village Overlay District and are identified on Assessor’s Plan 2028 as Plot 31 and 32-
A.
Chairman Karll explains that tonight’s hearing is related to drainage and stormwater.
Chairman Karll explains that we will start the meeting hearing from the Petitioner and/or their
representative.
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Lynne Sweet, LDS Consulting Group, Newton, MA, is joined by the Applicant’s Attorney-Peter
Freeman, their client-Paul Holland, Engineer-Jim Burke, and Architect-Mark Major. Ms. Sweet
provides a quick update of what they have worked on and submitted since the last meeting, and
then she is going to turn it over to Jim Burke to go over the new Site Plan. Ms. Sweet advises
that they had a very productive working session that was arranged by Assistant Director
SantucciRozzi with the Fire Chief and the Applicant’s Engineer. As a result of that meeting, they
have worked on a new Site Plan that provides a little better access for the fire trucks to get to
the back of the building. They have submitted a letter from their fire expert through the Assistant
Director. They also have provided a response to the Peer Review letter from the town’s
Stormwater Peer Consultant. They provided some plans that showed the fire access lands, as
well.
Jim Burke, Professional Engineer registered in the Commonwealth of Massachusetts, with
Decelle Burke Sala with offices in Quincy, MA, explains that the project locus is 2.62 acres,
essentially all of it impervious. What they are proposing is a two-development project (8 condos
and 70 apartments) in various size buildings. This project has benefits from a utility perspective,
and not only from stormwater, but also water supply and sewer. They are proposing a new
sewer for this development and a looped water main, as well. The original submission had a
Peer Review, and they asked the Applicant to extend the study to beyond their 2.62 acre parcel.
The watershed size is 5.44 acres, and has a significant amount of impervious overland flow
from municipal parking lot and some of Washington Street flows into a drain line that they
analyzed. Parkingway also flows onto the Applicant’s lot, as well. The current condition of the
parcel is that it is an auto-related paved site surrounded by parking lots.
Mr. Burke states the flow was divided into three areas: minimal flow to the athletic field; flow to
the 18 inch pipe that flows under the athletic field through various existing catch basins; and a
lot of it flows directly to Storrs Avenue. The big parking lot with the buildings having frontage on
Washington Street hit a berm at the athletic field and slide right behind those conifers on Storrs
Avenue and shoot out to the street. Those are the analysis points we are looking at. Mr. Burke
highlights the buildings on their lot; the lot is paved and goes to a bunch of catch basins; he
points out that behind the big building and in front of the two smaller buildings are a bunch of
catch basins that flow into the 18 inch pipe that flows under the athletic field. There was a large
area that flows onto the Applicant’s site that they had to analyze.
Mr. Burke switches to the Proposed Conditions Plan and explains that they are capturing a
significant amount of the flow and bringing it into the system. They are capturing 60% of that
5.44 acres and 40% of it is bypassing. Not only are they handling their 2.62 acres but they are
handling the additional offsite impervious flow, as well. Chairman Karll asks what they are going
to do with it. Mr. Burke explains they are going to put it into three underground recharge
systems. System A, the large one of the crux of the building, has 143 chambers in a 13X11
configuration. They are going to be recharging the 2, 10, 25 and 100 year storms in all these
structures, and they will be able to reduce the offsite flow and volume by recharging and
containing in these structures. The second one is along the retaining wall; that has 65 chambers
in a 13X5 configuration. The last one is over by Storrs Avenue and has 70 chambers in a 7X10
configuration. They have an overflow to Storrs Avenue with a direct connection to that particular
system. Chairman Karll asks if they will use what they store for irrigation. Mr. Burke states they
are not proposing that, at this time. Chairman Karll asks if they are going to use Town water for
irrigation. Mr. Burke states “no”.
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Mr. Burke explains that they are proposing two irrigation wells on the property. Chairman Karll
explains that the water is high in iron. Mr. Burke states they can certainly look into some
tankage. It is an interesting idea. Chairman Karll states, in front of the field and the Temple,
there was huge puddles that formed. The Town did something to alleviate the flooding in the
area. Mr. Burke has witnessed it and explains the gradient on the bottom of Storrs Avenue is flat
as a pancake. Pavement isn’t really designed to go at half percent, so you are going to have
spot puddling through that area, and it comes to the double catch basins at the base of it, which
constitutes the town’s efforts to correct the flooding in that area. It has helped. Mr. Burke
remembers the flooding that occurred before the town made the field improvements. The field
was a lot lower and flooded constantly.
Mr. Burke advises that what this project will do is reduce the volume, which will be detained on
their site for the 100 year storm event. That is significant. There is a benefit for small storm
events and large storm events. This particular project takes offline 3.6 acres of impervious
runoff, and they detain it, control it and treat it. Mr. Burke states this will make a noticeable
benefit to the flooding on Storrs Avenue. The 18 inch pipe that flows through the field currently
surcharges at a 10 year storm event – 5 inches of rainfall. They can have a 100 year storm
event go through that pipe without being surcharged because they intercept that much
impervious area. The only thing that flows into that in the end will be the municipal lot. Mr. Burke
advises that they capture and detain anything below that lot. Once everything else is through
the system, they will be able to release it to the same system where it will go back to the
wetland behind Storrs Avenue. Mr. Burke can provide the numbers, but there is a reduction in
both volume and peak flow for each storm event.
Member Ford states that he appreciates the three underground recharge stations, but he would
like to talk volume. He can visualize it but asks how much water is actually going into those
units. Is it by square footage or volume? Mr. Burke explains that for a 25 year storm event, it is
System A, which is the large one. That probably captures the most of the offsite flow. It’s about
half an acre of impervious area that is not the Applicant’s property and the entire roof that flows
into that chamber system. Mr. Burke states he is looking at 7,581 cubic feet, and to get that in
gallons you need to multiply by 7.5 squared; Mr. Burke estimates 150,000 gallons.
Chairman Karll states that in reality we are getting a lot more rain in the last several years than
the 100 year storm (once every 100 years). Chairman Karll asks if the Applicant’s system will
handle two or three of those 100 year storms within three or four months. Mr. Burke’s reply is
yes because within three or four months the flow would be either recharged into the ground or
into the wetlands area. Mr. Burke states, keep in mind, the elevation of this particular lot is
significantly higher than where that hydraulic radiant line is for the wetlands. That dictates the
flow through the area above Storrs Avenue. Chairman Karll asks if the Applicant did any studies
about the water table there. How will you protect the buildings if the water rises during a 100
year storm event? Mr. Burke states they will be doing a ground water mounding study as
requested by the Peer Review Engineer. Mr. Burke states he did have a chance to speak with
the Peer Review Engineer, and she did provide a number of other suggested improvements
with regards to water quality and ongoing maintenance of the system. As far as the nuts and
bolts go with this particular system, if you are worried about climate change and the additional
runoff that may occur in the future, it is a great reason to put this project online because this
system will do nothing but help. Chairman Karll is concerned because climate change is
happening. Mr. Burke states this is a benefit to the neighbors with regards to flood storage and
stormwater control. Mr. Burke is open for questions, but he would like to go through the plan
changes from the original Peer Review. Mr. Burke finds Peer Reviews helpful; they always
make the design better.
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Mr. Burke advises that there will be further changes; a lot had to do with water quality aspects of
the stormwater. These systems have increased in size since the original design to be able to
handle the additional offsite flow. There is additional water quality aspects in there for TSS
removal, and there are other improvements made with regards to the operation and
maintenance plans. Mr. Burke advises that they will be doing some other revisions for fire
related issues, as well as traffic. Mr. Burke would like to finalize stormwater issues tonight, as he
thinks it is a benefit for the project.
Chairman Karll asks the Peer Review Consultant to present.
Deborah Keller, Licensed Civil Engineer with Merrill Engineers and Land Surveyors out of
Hanover, MA, explains that she looked at the original plan set dated February 2017. She had
some various comments, and she worked with Mr. Burke to discuss some of them. They were
discussing how they could be a little more conservative about getting the treatment prior to the
subsurface chambers for drainage knowing that the three chambers or systems are collecting
and going to recharge a fair amount of water. She wants to make sure that these systems work
for a long period of time, so maintenance is quite important and making sure that sand and
sediment doesn’t get into the system and clog it up. Ms. Keller mentions they talked about the
chamber system that they are proposing on this site; there is an opportunity to introduce what
the cultec manufacturer calls their separator row, which is that they isolate one row out of the
system. The system doesn’t get any bigger, but they isolate it and wrap it around with filter
fabric and use that as a first flush row of chambers. It helps to contain any sediment that gets
into the system into that one row, which is much easier to clean than to clean the whole system,
especially when the systems are under parking lots and courtyards where there is high traffic. It
would be very difficult or inconvenient to have to get in there and repair them. Ms. Keller thinks
that is an easy thing to add to the system, with minimal cost, to provide that extra security for
the treatment of those systems. Ms. Keller explains they talked about the watershed catchment
area, and she asked to look at how the up gradient surface flow impacted the systems and how
that would be addressed. That has been reviewed and looked at in this second round of plan
revisions. Ms. Keller did submit a second review letter earlier this week, but nobody has had an
opportunity to look at it. Ms. Keller explains that there are still some outstanding comments,
more plan cleanup and operation and maintenance adjustments in the O&M Plan, just to identify
inspections and procedures for the maintenance and repair, if needed, on these drainage
systems. This is to ensure that it is all in the O&M Plan and can be followed through if a
condominium or other association will be managing this property. They will need to have that to
ensure that those maintenance procedures are followed.
Ms. Keller recommends that some additional soil testing be performed in System A, prior to
construction. It can be a condition. This is just so they can confirm. There is only one test pit in
that location, and it is on the edge of the system. They would like to see another one in the
middle or on the northerly side just so they know that they have consistent soil in that area. Ms.
Keller believes that could be addressed right before they start construction.
Ms. Keller explains that there were some other plan cleanup details. They were looking for
ground-water mounding analysis for each of these systems. This would be helpful to see and to
ensure the impact of the recharge for these systems and how it would impact the structures.
There is a garage level underneath the larger building, and they want to make sure it is not
impacted structurally. There is a retaining wall along the athletic field property line, and you want
to make sure that they are not impacting that wall structurally, as well as the one that is in
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between the two residential townhome structures. That mounding analysis will be helpful to
ensure those systems don’t impact those structures.
Chairman Karll asks if Ms. Keller has any information about the water table in that area. Ms.
Keller mentions that the Applicant has done multiple soil testing on the site in the lower section
or parking lot area. Ms. Keller states that the Applicant did provide the Peer Review with some
additional soil testing, which shows what they have determined as the seasonal high ground
water table. They have tested within two systems, and they did not observe groundwater where
there is any staining of the soil. Ms. Keller explains that staining would determine how high
groundwater would come during a spring or a fall flooding season. Ms. Keller has that for the
lower portion and explains they did not see any groundwater, which means it is either lower than
the test pit that they dug or it’s very good material and you just don’t see the staining. Therefore,
Ms. Keller thinks it would be great to get one additional test pit before they start construction
there.
Ms. Keller is sure the Applicant will have to do some soil investigation for the foundation and the
building. She mentions that can be done all at once. The systems, per the stormwater
regulations, need to drain within 72 hours. The Applicant has provided calculations showing that
all the systems would drain down and be empty within 72 hours. That helps the cycle of storm
events; you have three days to get that system empty and available for the next storm event.
Chairman Karll asks if there is anyway today that engineers take into consideration climate
change. Ms. Keller explains what they do, is to go through a website that takes all of the existing
historical data and creates rainfall intensities. If you went in over the past five years, you would
see that the numbers keep creeping up. It is a good option for engineers to look at that because
you are getting more accurate intensities rather than looking at a printed out rainfall for the
United States. You are getting more detailed informa- tion for the location of your project. The
study that was performed for this site was within the range of that rainfall data. For instance, the
100 year storm event, instead of using 7 inches for Massachusetts, they are using 8.12 inches.
They have already bumped it up a little bit, and Ms. Keller was happy to see that. Ms. Keller
advises that the remainder is minor cleanup work that she feels they can take care of in the next
round.
Chairman Karll opens the discussion to the general public asking them to provide their name
and address.
Patrick J. Leonard, Jr., 27 Parkside Circle, states 70 apartments and 8 condominiums and
mentions that it said on the form tonight that this meeting is about storm drains, but he really
feels that this is not about water, 18 inch pipes, pounds per square inch runoff, or moving a
building a few feet so that a fire truck can get through if there is an emergency. The real issue is
about a real estate development or real estate speculation. Chairman Karll reminds that
tonight’s discussion is just about stormwater and drainage. Mr. Leonard appreciates what
Chairman Karll is saying, but he feels strongly about this because he has lived in Braintree for
so many years. Chairman Karll mentions that a lot of people do, and there will be other
opportunities to discuss the merits of this project. Mr. Leonard states he will be brief; this affects
the entire town. The project from his view is too big for where it is going. It is not a benefit.
Simply, to approve things like this encourages other developers to do the same thing. Chairman
Karll asks if the resident understands that, because it is a 40B project, the Zoning Board’s
authority and input is somewhat limited. Mr. Leonard thinks that 40B originally had a noble
purpose, which was to protect renters against predatory landlords. Mr. Leonard does not think
that 40B was designed to give developers a weapon to use against the people of a town to force
them to change their laws to guarantee that a real estate speculation would become a profit-
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able thing. Chairman Karll says he cannot comment on that right now, and he asks what Mr.
Leonard has to say about the water.
Mr. Leonard states the Applicant’s engineer (Mr. Burke) and the Peer Review Consultant (Ms.
Keller) did their research, but that is not the issue. The issue is the effect of the entire project
and the approval of this type of project on the Town of Braintree. As a history teacher and a
historian he quotes: “We the People”. He states that “We the people do not want this project”.
Chairman Karll reminds the audience that we want to keep the discussion on water and
drainage because there will be several other hearings.
Liz Page, 137 Storrs Avenue, mentions that we heard from some experts, but you need to hear
from the people that actually live there and see this all the time, 365 day per year. Anyone that
lives in her neighborhood knows that, for the low area on the part of Storrs Avenue right in front
of the football field, you don’t even need a 5, 10 or 25 year rain. You just need a good shower,
and that is flooded. That, in fact, floods all the basements on Bestick Avenue, onto Howie Road
and the little river in that area overflows. They built the pumping station on Common Street,
which doesn’t accommodate this. This will end up with this neighborhood in turmoil. This is not
going to fit; it doesn’t work. Chairman Karll asks Ms. Page, when the Town tried to fix the
problem, did it help. Ms. Page states that it improved it, but it still is nowhere near fixed. Ms.
Page states that when there is a good, heavy rain you cannot get down there, and when cars
are parked along the side, it will make it worse.
Gail Saccone, 33 May Avenue, has a question. She comes from Hingham originally, and she
had some issues around sewers, drain-water and when Title 5 came in cesspools. Her question
is this information is based on nothing on those fields right now. It is parking lots, an open area
and a small building relative to the monster building being proposed. What happens when the
founda-tions and the garage are put in? They don’t absorb water. Where does that water go?
Those are large buildings, and Ms. Saccone would assume they need a deep foundation. She
thinks this is going to affect the absorption rate in that area of acreage. Chairman Karll states
they will try to get Ms. Saccone an answer, but his belief is that it will go into catch basins and
catch systems. Ms. Saccone states that might be based on what is happening now, but she
doesn’t know if the size of the proposed buildings would affect the runoff.
Mr. Burke states they have to analyze the current condition and know what the land cover is and
analyze what is running off that particular property now. Then, they analyze the proposed
condition, with different land coverage, and they have to buffer any increase in flow that is
generated by the development. In this particular case, the site is essentially impervious. They,
basically, are not increasing the impervious area in a significant manner. So, the runoff from this
particular lot ends up being the same. What they are doing is providing underground storage
chambers to collect, recharge, detain for larger storm events and allow all the water around it to
get ahead of it. It allows for a longer flow time but not at a high rate. It is actually released at a
lower rate, so the flooding is compensated for. Ms. Saccone states that answers the question,
but she is not sure it’s true. Chairman Karll states the Board doesn’t know if it’s true either, but
the engineers are basing this on their expertise and their calculations. Chairman Karll assumes,
if the project goes forward, we will see what happens. If it doesn’t work, maybe we can do
something about it.
Laurie Castignetti, 39 Ray Lane, states that she lived on the corner of Parkside Avenue and
Abbott Street for many years and was once told that was the lowest point in the Town of
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Braintree. Mrs. Castignetti mentions that when they first moved in, they weren’t told by their
neighbors, and she walked down to the basement to knee-deep water.
Mrs. Castignetti knows that there has been some work done there, but she would ask or
recommend that some of the people that live down in that area are interviewed to see what kind
of water issues they continue to have. It is really disruptive; things are ruined. She understands
and respects all the calculations done by the engineers, but there are things that are happening
and continue to happen that need to be investigated a little further. Chairman Karll wishes those
residents would come to these meetings.
John Haran, 141 Walnut Street, states that when they moved to Braintree in 1975, rain
frequently flooded Storrs Avenue next to the football field. Ground water from adjacent fields
float from the field under the road, creating the flooding. When Archbishop Williams rebuilt the
field, they under-took work that addressed the ground water and made the situation better. Mr.
Haran’s concern is that this project, with its digging and building and new garage, may
aggravate that situation again.
Chairman Karll mentions to Mrs. Castignetti that the same thing happened to him, but it was
water table coming up through the basement.
Kathy Mosesso, 99 Colby Road, directs her question to the individual that did the water study
and asks if they took a walk around that area and walk into the woods behind the temple. She
states it is like a swamp in there with a very low water table. If you walk through those woods
and go over to Staten Road and Bestick, it is all water in there. She feels it is going to get worse
with this giant project. Mrs. Mosesso’s other question, which Chairman Karll alluded to, is what
happens if it doesn’t work. The Town tried to fix it once, and it still floods. You put the big
building there, and it is worse. What can you do then? What recourse do we have? Mr. Burke
mentions that you cannot say “it’s definitely going to work” with every project, but he can stand
there and say “it’s definitely going to work”, just from a hydraulic grade line in itself. Mr. Burke
grew up in Braintree, and he is familiar with the old field. He knows there are wetlands in the
back. From a standpoint of what’s there now and the amount of impervious area that runs
toward Storrs Avenue, he is not surprised that it is being flooded out from small storm events.
When they ran the hydrant test, it flooded out Storrs Avenue. It doesn’t take a lot of water for
that particular roadway to flood. There are a number of reasons – the flat gradient being one. It
takes a while for the water to get to those catch basins. They can’t really correct that, but what
they can do is limit the amount of water that gets there. That is what they are doing. Currently
you have 5 ½ acres of impervious area that is dying to get to that low spot. What they are doing
is intercepting 60% of that, letting it hang out, recharging it into the ground, getting it out of the
town system and then releasing it. Mr. Burke states the science is there, the logic is there and
hopefully it’s going to work. Chairman Karll states the question is, if it doesn’t work, can you go
in and correct it. Chairman Karll proposes a number of “what if” scenarios. Mr. Burke explains
that it is a hard question to answer because it isn’t a “what if”. Mr. Burke explains that there are
benefits to this particular project that are real and tangible. Stormwater is one of them.
Kate McDonough, 103 Prospect Street North, previously lived on the corner of Cochato Road
and Dean Street. Her daughter lives there now. Ms. McDonough states she doesn’t know if the
water from Dean Street has been taken into consideration because when it rains the water flies
down Dean Street and goes into the area behind the Masonic building. Those sewers are
overwhelmed by the water on heavy rainy days. Ms. McDonough mentions that is another
source of water that may not have been taken into consideration. Chairman Karll mentions that
what he thinks the Applicant takes into account is the runoff from their project and not the runoff
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from the grades of the streets in that area. Ms. McDonough thinks that should be taken into
consideration because on heavy rainy days, the sewers on Dean Street and Cochato Road are
overwhelmed. Chairman Karll explains the Applicant cannot catch that within their project; the
town has to put a bigger catch basin in. Mr. Burke confirmed that this source of water was not
taken into consideration.
Michael Joyce, 100 Wyman Road, thinks the storm-water for the project is commendable; he
realizes this is not a popular position. Mr. Joyce is a Professional Engineer, and he explains that
the Applicant could have done a lot less. Mr. Joyce did notice that for the catch basin in the
municipal lot, would it be possible to incorporate replacing that or taking out the sediment that is
built up in it and making sure the connection to the drain lateral there down to the Storrs field is
in good condition. Mr. Joyce thinks that would be beneficial both to the Town and the project
because, if the drain line does fail down the road, you don’t want to dig up a new parking area.
The second thing Mr. Joyce noted was that there is a catch basin at the end on the west side of
the property line, which he assumes will be raised to grade. Mr. Joyce wonders if there is any
way there could be an overflow pipe put in that structure to run parallel to the property line to the
drain line in Storrs Avenue in case the line downstream failed. It surcharges and goes in the
pipe rather than the surface. Mr. Joyce wants to remind everyone, as well, that Mr. Burke is a
Professional Engineer. His first responsibility is not to the client but to the public. When he
designs the system, he informs the client what is accurate and what is not. It is not the other
way around. Mr. Joyce states, as an engineer himself, he often wishes someone would come up
and say that for his projects. So, he is putting that out there. Chairman Karll suggests that Mr.
Joyce speak with the Peer Review Consultant and thanks Mr. Joyce for his ideas. Deb Keller,
Peer Review Consultant, states that one of their comments is to look into that Municipal catch
basin because it was identified on the existing conditions as full of sediment, and the only way
that it can work is if it is cleaned out.
Patrick J. Leonard, Jr., 27 Parkside Circle, has a question about Archbishop Williams’ field and
whether it acts like a giant sponge holding all that water. Mr. Patrick mentions that Mr. Burke
discussed the fact that the system would absorb 60%, and Mr. Patrick wonders what happens to
the other 40%. His concern would be, if you have a week of rain or 100 year storm or a massive
accumulation of water, the field holds water, but what happens to the 60% that is being held.
When they release the water, where does it go? Mr. Leonard has lived in Braintree since 1959
and states that you can’t go down Storrs Avenue because of that huge puddle that is there. Mr.
Leonard feels that whole area is the bottom of a bowl, and the things that are being proposed
are scientifically okay; however, you have other sources (like Dean Street) feeding into the bowl.
What happens when you have a massive amount of water? Mr. Leonard’s concern is the
accumulation of water. Many of the people at the meeting live at the bottom of that bowl.
Jill Coyle, 83 Parkside Avenue, has three comments, concerns or questions. Mrs. Coyle states
that the grading bylaw says that no excavations below seasonal height of groundwater table; the
proposal says utility installation and foundation work may require localized de-watering. She
would like to know if that means you would be pumping that water out. The grading bylaw states
areas designed for buildings shall be graded away from the building for a minimum of six feet at
24-to-1; the proposal suggests minimum grading at building at 50-to-1, which is more than
double the slope. So, the water will be running faster off the property. The grading bylaw states
no cut or fill within 25 feet of a property line; yet, the proposal is going to cut and fill
approximately two feet off the property line. Mrs. Coyle would like to know how that would effect.
Chairman Karll asks Assistant Director SantucciRozzi if she can answer any of those questions.
The Assistant Director can answer some of those questions; she explains that the section
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related to cut and fills, if you read further in that text, allows you to make cuts closer to the
property line if you are using retaining walls. The reason that we have that offset is if somebody
was going to create a slope or modify a slope adjoining to another property. The Assistant
Director is not sure which particular portion of the site Mrs. Coyle is talking about because there
are walls in different areas. Mrs. SantucciRozzi mentions that if the resident has a follow-up
question to let her know.
Mrs. SantucciRozzi explains that she is glad that Mrs. Coyle made the comment about the
grades away from the building and the slope on those because she wanted to simplify it a little
bit because it gets very technical. Mrs. SantucciRozzi points out that Mr. Burke is a Civil
Engineer and Deb Keller, our Peer Review Consultant, who is working on behalf of the Zoning
Board and the town making sure that what Mr. Burke says is true, as she reruns those
calculations. As the Board can see, Ms. Keller’s comments were significant. Mr. Burke has
addressed some of them, and there are still some things to address. Mrs. SantucciRozzi
explains that the site now is essentially all paved. The drainage system that exists on the site
catch basins, some leaching basins and some pipes. It is essentially a 1950’s drainage system
that doesn’t have any of the modern technologies that we would use today for detention (holding
the water back), infiltration (infiltrating some of the water into the ground) and water quality
(which cleans the storm water before its released back into the ground or the town system).
Those components don’t exist on the site now. Mrs. SantucciRozzi uses the Sunrise Assisted
Living Development as an example. There was a neigh-borhood adjacent that was taking on
significant water. They developed the site. They put in a substantial drainage system, and there
are people down at the end of the cul-de-sac on Anderson Road that showed pictures of flooded
basements at the public hearing. However, the development has helped that. Mrs.
SantucciRozzi says often that a site like this with an old drainage system vs. a state-of-the-art
system gets an improvement; she explains that the puddle on Storrs is not really the Applicant’s
problem to solve. They just can’t make the puddle any bigger. She provides a reminder that this
is not 100% grass; it’s not as if there is nothing on the site now that is contri-buting to runoff.
There is a significant amount of runoff.
Mrs. SantucciRozzi addresses the questions about the slope; she explains that the whole site is
contained with curbing. There is no water that is sheet flowing off the site. There is a significant
system of catch basins, a significant system of water quality units, which then get into the
infiltration system. With the curbing and the location of the catch basins, high points and low
points, it is designed so that the water won’t be running off. You won’t see it coming down the
driveway running down to Storrs Avenue, which you might see in some situations. Their
responsibility is to contain the site through grading and curbing so that the water is all funneled
through the closed system, which is the catch basins and the pipes that lead to these more
sophis-ticated systems. The slope issue with grading away from the buildings will not create an
issue with runoff.
Mrs. SantucciRozzi addresses Mrs. Coyle’s first question related to excavation and de-watering.
She explains that the grading bylaw, which regulates grading, is for when you are altering a
grade, creating a new grade or changing the elevation. Obviously, we don’t want you to remove
soil to the point where you expose the ground water because you won’t have a slope. You will
have a situation where you constantly have water, erosion and sedimentation. They might have
to create trenches and de-water in that trench for a particular utility, but they are not excavating
the site to a permanent condition of the ground water level. To try to get gravity and not interject
with other pipes, typically, it is below the groundwater table. In the plans, which are on the
website, on the first page there is a series of exhibits of all the test pits and the locations on the
plans. People can see exactly where the water is below the pavement.
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October 23, 2019
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Mrs. Coyle states that, as a resident, she thinks that her end of Parkside Avenue is probably the
lowest point in Braintree. She would like to challenge that 8 inches was the most rain they had
at one given time and see what we had in March 2010 because she had a lake in her backyard,
which normally is a very dry creek from the dam. Her basement was so flooded that they had to
literally bail out to help the pump keep up. She believes that was possibly ten inches or more.
Bruce Parks, 23 Milton Road, mentions that the Assistant Director answered his main question
regarding impervious surfaces, but he asks about the garage being built, the amount of dirt
being taken away and whether it is “net zero” with no more pavement is being added to this
project. Assistant Director SantucciRozzi thinks it will be a reduction in impervious coverage,
and she is double-checking the plans. Mr. Parks’ other question is currently, if there is a water
problem, the water is going somewhere; however, now we are going to try to control where it’s
going. Is there any possibility that, for those people today that are not affected by the water, all
of a sudden they will be affected because we are changing the flow? Chairman Karll states he
doesn’t think that is the intent of what they are doing. Assistant Director SantucciRozzi provides
information on impervious coverage related to the two sites. For the apartments (the bigger
site), currently that area is at 90% coverage, and it is going to 73.9%. For the condominium
portion of the site, currently that area is at 90% coverage, and it is going to 75%. So, that is
about 15% less impervious coverage on the site pre vs. post development. Mr. Burke (Engineer
for the project) clarifies that they are not changing the hydraulic patterns for the project. The flow
water is going in the same location as it does now.
Cynthia O’Connell, Stormwater Manager-Town of Braintree, has also reviewed the plans for the
proposed project and the Peer Review done by Merrill Engineers and Land Surveyors. She is in
agreement with all of the comments that Merrill had made. She did also submit to the Zoning
Board and the Planning Department a comment letter of her own with a handful of additional
clean-up tasks and concerns about particular elements of the Operations and Maintenance
Plan. From her standpoint, one of the most important considerations for this project is the
ongoing maintenance in the future once the project has been constructed. There is a plan
included in the Stormwater Report that gives very specific requirements for when things are to
be maintained, how often. What she has seen in practice is that there is often a disconnect
between the developer of a project and the people responsible for maintaining that project once
it has been constructed. Often you find that there may be a Facilities Manager on the property,
and when you send them a reminder letter that they owe you a maintenance log for the
preceding year for their Stormwater Management System, you get a phone call saying “what are
you talking about? What stormwater management system?”. In areas like this, where what is
being proposed is not visible unless you know it’s there, these leaching systems function very
well as long as they are maintained. But because they are beneath the pavement, it is not
something that you drive by and say “oh, look at that detention basin filling up with sediment”.
You can’t see it. Mrs. O’Connell would urge the Zoning Board to add a condition requiring some
sort of confirmation that the maintenance that is being recommended by the engineer actually
takes place. Chairman Karll asks if there is anything the Town can do with that area by the low
point at the Archbishop Williams field and in front of the temple to alleviate it any more. Mrs.
O’Connell is not very familiar with that particular problem of flooding, although she is aware that
it has been a problem in the past. Mrs. O’Connell would like to have a chance to touch base
with Bob Campbell, Town Engineer, and with Ben Hulke, the Highway Superintendent, to find
out what has been done in the past and whether they see a solution for that. Mrs. O’Connell
doesn’t think it’s something connected with this project that is being proposed.
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October 23, 2019
10
Deb Keller, Peer Review Consultant, mentions that one of the other comments she had and that
the Stormwater Manager also had was that they would like to see the National Pollutant
Discharge Elimination System (NPDES) Permit when they start construction. That is a great
opportunity to review the erosion control during construction, which is sometimes a challenge.
Ms. Keller thinks it would be great for the Town to see that permit prior to construction starting. It
would be required for any alteration over an acre, which would be what this project would
trigger.
Ron Walsh, 190 Jefferson Street, mentions that his concern is for the property that abuts this
development at 14 Storrs Avenue. Mr. Walsh mentions that a couple of years ago Grace
Church, at 14 Storrs Avenue, came before the Zoning Board to get approval for parking at that
facility that we share with an insurance company. His concern about stormwater and drainage is
not only the water itself, but in the winter time when it freezes. Mr. Walsh asks if that has been
considered an issue with the neighbors to the east of that development. Secondly, how will that
impact the parking they had to get approval for in order to open that church? Chairman Karll
states the developers and their experts and engineers took into consideration the stormwater
coming off of their property and how to retain it, direct it, discharge it and filter it into the system.
Chairman Karll points out “from their property” and mentions that the developer did not take into
consideration the streets above or below. That is not their job. Mr. Walsh asks if it is the state’s
job to monitor that. Chairman Karll states it is the town’s job. Assistant Director SantucciRozzi
explains that where Mr. Walsh enters into that curb-cut get to their parking area, you will take a
quick left, and all along that between the proposed project and Mr. Walsh’s site is curbing. The
Assistant Director touched upon this earlier with Mrs. Coyle’s question. There is a portion of the
corner of Mr. Walsh’s site that gets a little lower close to Storrs Avenue, but there is not going to
be any way from storm-water runoff to go from this site onto Mr. Walsh’s property. Mr. Walsh
asks if there is curbing that might capture some of the water as it freezes. The Assistant Director
explains that it is curbed all along the common property boundary, and there are catch basins
on the Applicant’s side. She doesn’t believe there are any drainage controls on Mr. Walsh’s
property, and she doesn’t under-stand the question about freezing. The Assistant Director
clarifies that no runoff from the Applicant’s site will be able to come onto Mr. Walsh’s site. Mr.
Walsh is concerned about snow melting in the wintertime and causing ice on his property, but
he is more concerned about the parking that was permitted by the Zoning Board before they
could open their the church. The Assistant Director clarifies that the new development and the
parking area used by Grace Church share a driveway currently and proposed. Chairman Karll
confirms that the busy day for Grace Church is Sunday. Assistant Director SantucciRozzi
mentions that they will pull the drawing up showing this area, and she explains that the common
boundary is curbed, and there are two catch basins on the developer’s side right up against the
curb. It looks like the Applicant has adequate protection on that common property boundary.
The Peer Review Consultant, Deb Keller, asks if Mr. Walsh is worried about his property
freezing and asks if he has issues now and where they are storing snow because that might be
where you are seeing that problem. If you are piling up snow and blocking it from draining, with
the curb along the property line, Mr. Walsh’s property is going to drain down towards the curb
and it needs to run down towards Storrs Avenue. Ms. Keller explains that is being maintained
because the Applicant is not proposing any work on Mr. Walsh’s property or the curb cut. Ms.
Keller would suspect that, if Mr. Walsh’s property piles snow so that it blocks that flow pattern,
this may be where you are seeing flooding. Mr. Walsh states it is a concern for the whole
neighborhood and the abutters in particular.
Patrick J. Leonard, Jr., 27 Parkside Circle, mentions that there is 15% less paved area for the
proposed project, and the implication is that you get less runoff. Mr. Leonard’s question is, for
the 70 apartments and 8 condominiums, where does the water go from the sinks, toilets,
Town of Braintree ZBA Meeting Minutes
October 23, 2019
11
showers, dishwashers and washing machines? All of that water is being generated 24 hours a
day, 7 days a week. Where does that go? Assistant Director SantucciRozzi and Chairman Karll
clarify that it goes into the sewer system. Mr. Leonard states imagine what goes into that sewer
system now and add to that this mammoth project. Assistant Director SantucciRozzi clarifies
that this water does not go into the drainage system. The stormwater system is a separate
system from the sanitary system. Mr. Leonard understands that it is a separate system, but he
wonders where all of the water from this large development going into the sanitary system is
going to go.
Charles Kokoros, District 1 Councilor, references the detention system, and states in the old
days it was an exposed detention area, so you could see when there was a problem. He is just
not sure that they will have the ability to maintain the current detention system. Mr. Kokoros
knows that when the rink was coming before the Planning Board, there was back and forth
about the drainage because there was a difference in opinion. Mr. Kokoros doesn’t necessarily
agree with the numbers as far as the volume of stormwater. Mr. Kokoros states that would be a
deniable item based on this project if those numbers are not accurate. Lastly, in regards to the
wastewater system, this system has a thing called infiltration. There are points of infiltration
throughout our wastewater system throughout our town. We have been working on it for years.
We were under a Consent Order back in the early 2000’s. We have worked to try to fix that. Mr.
Kokoros thinks it would be interesting to find out, since we are looking at wastewater that could
have infiltration of ground water into it, when we have an increased amount of flow that is being
put into the waste-water system, to make sure that there isn’t any infiltration in the areas
surrounding this because that exacerbates the infiltration because of the ground water. If you fill
that pipe up with more wastewater and there is infiltration coming in from other areas, maybe
not necessarily from this particular project, but this project is creating about 110 gallons of
wastewater per bedroom. It could create backup situations in other dwellings that surround the
area. For example, anywhere where the flow is going towards the gravity feed. Mr. Kokoros
thinks we should take into consideration, when we look at the system, to make sure it is the right
size and capacity for extreme situations and make sure that they have a system of maintenance
in place (as mentioned earlier). Mr. Kokoros looks at some of the town’s storm drains, as he
walks around town; it is difficult to keep them maintained. Leaves get on them; sand gets on the
leaves. Suddenly you don’t have a drainage system anymore. Mr. Kokoros thinks that the town
has invested a lot of money on stormwater management, and we are meeting federal guidelines
by doing so. We have to be very strict when we are looking at any project. Mr. Kokoros would
like to have Water & Sewer get back to us with regards to the surrounding areas of pipes to see
how old they are and if there is any infiltration going on. It would be nice if they did a study to
see how it is impacted by increasing the flow of wastewater.
Liz Page, 137 Storrs Avenue, asks if snow removal is part of tonight’s discussion. Her question
is what are they going to do with the snow that is on the property because there isn’t much extra
room. Lynn Sweet states there are locations, she believes, on the site where they are going to
temporarily store snow, but the property is going to be professionally managed with onsite
management. If there are issues where there needs to be snow removed, they will truck the
snow offsite.
Chairman Karll summarizes where these hearings are. He states the Applicant has extended
their timeframe of 180 days to close the public hearing from November 17 to December 6.
Chairman Karll explains that the Zoning Board is under a strict timeframe from the
Commonwealth of Massachusetts. The next hearing will be November 20, 2019. Subsequent
hearings after that will be December 2 and December 4. Chairman Karll asks if there are any
Town of Braintree ZBA Meeting Minutes
October 23, 2019
12
questions on the timeframe and schedule, and he explains that the Zoning Board has to make a
decision.
Jill Coyle, 83 Parkside Avenue, has a follow-up question from the first meeting, which may have
been answered already. Attorney Murray mentioned that their project eligibility had lapsed in
February 2019, and Mrs. Coyle doesn’t know if the extension was ever received. Peter
Freeman, Attorney for the Applicant, recalls that he was here when that question was originally
asked and he had responded to Attorney Murray. Attorney Freeman explains that somebody
misread that letter. Standard practice states “you must apply for your Comprehensive Permit
within two years of the Project Eligibility Letter”. Attorney Freeman states that was done and
there is no need for an extension.
Assistant Director SantucciRozzi confirms that we have that in the files.
Chairman Karll mentions to the audience that they have the dates of future meetings, and if the
audience thinks there are other parties interested, please let them know. It is on cable TV.
Again, the dates are November 20, December 2 and December 4 at 7:00 PM. Assistant Director
SantucciRozzi mentions that by November 20th we will have the revised Stormwater Plans. Both
the Peer Review Consultant, Deb Keller, and the Town’s Stormwater Manager, Cynthia
O’Connell, will have looked at those again. We will continue to discuss and work with the Fire
Department, as needed. There are some additional revisions for that issue. We have received
the October Traffic Update based on additional counts. We will be putting those materials on the
website, as well. Mr. Dirk, the Applicant’s Traffic Engineer, will be here on November 20th, so we
could loop around back to the traffic discussion and try to get some resolution there. We can
use the November 20th meeting to address issues and questions that have come up with traffic,
access and stormwater. If time permits, the Assistant Director suggests beginning the
discussion about the waivers, which are things that are in the local ordinance that the Applicant
is saying they are not going to be meeting. They are not bound to meet the local ordinance,
given the comprehensive permit application, but those are things that are up for discussion with
the Zoning Board. Assistant Director SantucciRozzi will be the one doing the analysis on the
waivers. There is also an Approval Not Required Subdivision Plan that is part of the
Comprehensive Permit. The Planning Board will not review that plan. It is pretty straight forward.
It is essentially creating the condo-minium site and then the apartment site. This can be
reviewed and discussed on November 20th. After that, we will be able to get a better idea of
what will need to be discussed at future meeting dates. The Assistant Director asks if there is
anything the Zoning Board would like her to look at or prepare for the next meeting.
Gail Saccone, 33 May Avenue, mentions that at the last meeting we heard from the Deputy Fire
Chief, and she is glad that is seriously being addressed. However, we did not hear from the
Police Department because someone was sick, but that has become another major concern of
hers. In this day, when there are so many shootings, what would happen if there was a gunman
in the foyer of this development and there was traffic congestion with no access to the
development? Ms. Saccone mentions that it is not just about traffic, it is about access and
response time if there is a serious issue, which we cannot say will never happen in Braintree.
Chairman Karll states we will send another letter to the Police Department and ask them to
respond.
Member Ford MOTION to continue the hearings to the Zoning Board of Appeals meeting on
November 20, 2019; seconded by Member McDonough; voted 3:0:0 (voting: Karll, Ford,
McDonough).
Town of Braintree ZBA Meeting Minutes
October 23, 2019
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The Board adjourned the meeting at 8:30 PM.
Respectfully submitted,
Louise Quinlan
Town of Braintree ZBA Meeting Minutes
October 23, 2019
14
Agenda
Department of Planning & Community Development
Zoning Board of Appeals
TOWN OF BRAINTREE
1 JFK Memorial Drive
Braintree, Massachusetts 02184
Joseph. C. Sullivan
Mayor
ZONING BOARD OF APPEALS
Chairman Stephen Karll
MEETING AGENDA
Wednesday-October 23, 2019
Cahill Auditorium
7:00 PM
CONTINUED PUBLIC HEARINGS
Comprehensive Permit Application (Chapter 40B) that includes an Approval Not Required Subdivision Plan from 383
Washington Street LLC. The Applicant is proposing to construct a 70-Unit Multi-Family Residential (Rental) “Parkside
Apartments” building along with associated drainage, utility, parking, access, landscaping and lighting improvements on a
proposed lot of 93,866 Square Feet. The properties at 383 Washington Street, Storrs Avenue and the way known as “Alves
Avenue” are all Zoned General Business within the Village Overlay District and are identified on Assessor’s Plan 2028 as Plot
31 and 32-A.
Comprehensive Permit Application (Chapter 40B) that includes an Approval Not Required Subdivision Plan from 383
Washington Street LLC. The Applicant is proposing to construct eight (8) Townhouse Style Residential Units (Ownership)
“Parkside Condominiums” in two (2) buildings along with associated drainage, utility, parking, access, landscaping and lighting
improvements on a proposed lot of 20,327 Square Feet. The properties at 383 Washington Street, Storrs Avenue and the way
known as “Alves Avenue” are all Zoned General Business within the Village Overlay District and are identified on Assessor’s
Plan 2028 as Plot 31 and 32-A.
Discussion will be focused on Stormwater Management.
DISCUSSION ITEM:
Upcoming Meeting Dates: The following meeting dates are being proposed for these continued Public Hearings: Wednesday-
November 20, 2019, Monday-December 2, 2019 and Wednesday-December 4, 2019.
Reasonable accommodations will be provided for persons with disabilities. To request accommodations, please call Braintree’s ADA
Coordinator at 781-794-8327 at least seven business days in advance of the Meeting Date. Arrangements will be provided at no cost.
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