HomeMy WebLinkAboutMinutes_Miscellaneous_03/20/1996 F
� f�� VILLAGE OF TEQUESTA '
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, Post Office Box 3273 • 357 Tequesta Drive
`' Tequesta, Florida 33469-0273 • (407) 575-6200
° " � � Faac: (407) 575-6203
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f, �H COUN�
VILLAGE OF TEQUESTA
D4VER DITCH IMPROVEMENT PROJECT
PUBLIC INFORMATION MEETING
MARCH 20, 1996
I. INTRODUCTIONS
Mr. J. B. Frost, Environmental Services Director for Gee and
Jenson Engineers, engineers for the Village of Tequesta,
introduced himself, village Manager Tom Bradford, Village
Clerk Joann Manganiello, Public Works Director Gary Preston,
and Project Manager Al Oslund, also with Gee and Jenson.
Representatives from South Florida Water Management District
were Senior Professional for Surface Water Management Ken
Todd, Staff Environmental Analyst Stacey D. Myers, and
Senior Civil Engineer Jane Hiscock.
Mr. Frost explained that the purposes of the meeting were
(1) to inform all interested parties of the proposed Dover
Ditch Project, and (2) to hold a public information meeting
to get input from thase in attendance. Mr. Frost announced
that a presentation would first be made and then comments
would be heard.
II. B�iCRGROUND ON DOVER DITCH
Mr. Frost referred to an aerial phatograph of the Tequesta
area taken in 1958, and an aerial photograph taken in 1995,
and pointed out Dover Ditch on both. Mr. Frost commented
that the historical picture was presented to show that Dover
Ditch was dug a long time ago, and explained that it had
been dug for the purpose of draining the land and to provide
1:������ i���i r�����>>.
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protection from flooding. Mr. Frost referred to a graphic
to illustrate the service area af Dover Ditch, and explained
that one of the impartant things to understand from an
environmental perspective was that the Loxahatchee River was
considered an Outstanding Florida Water, and was therefore
an aquatic preserve.
Mr. F�ost explained that Dover Ditch still functioned for
it's original purpose, and drained the water from a large
area containing six sub basins. Flap gates which used to
allow tidal waters to back up into the upland cut ditch had
becom� inoperative, causing aquatics in the ditch water
today which would not normally be there. Mr. Frost
com�.ented that the environmental issues associated with the
project were important. Access for maintenance had been
only along the north side of the ditch, which was really
inadequate for maintenance; however, a� the present time
there was no access at all. Gee and Jenson had looked at
how this situation could be made better for everyone long
term, and the best solution from a value engineering
standpoint had been installation of cuiverts.
III. PROPOSSD I�ROV�'SNT PLAN
Mr. Frost explained that the project had gone through many,
many loops, and had been reviewed from a performance
staMdpoint not only by Gee and Jenson as the engineer for
the district, but also by Ken Todd from SF'WNID. Mr. Frost
explained that there were very strict guidelines that must
be adhered to from a performance standpoint and that some
things could not be modi�ied. One of those items that could
not be modified was the que, the volume of water over time,
which from Mr. Frost's perspective meant that whatever they
did to Dover Ditch could not change the voiume of water
delivered to the Loxahatchee River over any given period of
time. Another mandate was to look at the cost benefit to
find the best way to move this water long term and �till
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have something that could be maintained.
The proposed design plan was reviewed, which consisted of a
broad crested weir with a rip�ap overflow on the Loxahatchee
side of the weir, pipes under Riverside Drive, triple 48"
pipes from Riverside Drive to appraximately 450 feet from
Seabrook Raad and then triple 36" pipes to Seabrook. The
entire pipe system would be underground with a swale system
above the pipes. An open ditch would continue East of
Seabrook Road. After several comments from the audience,
Mr. Frost requested that all comments be held until the
presentatian was complete. Mr. Frost explained that there
would be risers in a number of pl�ces throughout the
underground pipe system and explained that water which
entered the swale s�stem would go down into the pipes, out
into the open area, and when there was su�ficient rainfall--
over the top af the broad crested weir into the Loxahatchee
River.
Mr. Frost addressed the water quality issues, and the
mandate that no degradation could be caused to the
Loxahatchee River. Several rounds of talks with Sb'�vNID had
resulted in the proposed design, in which the pipes would be
flushed twice each day by the tides and also when sufficient
rainfall was available, over the weir, and through the rocks
to aerate the water before it entered the Loxahatchee.
A1 Oslund addressed the project from an engineering
perspective. Mr. Oslund referred to a graphic depicting the
entire basin area, the sub basins, the pipe sections which
drained either into Dover �itch ar into the Loxahatchee
River, and explained that there was no positive flow from
the Jupiter side of Dover Ditch, but that the rainwater
pooled until there was sufficient surface flow to work its
way to Dover Ditch. Mr. Oslund explained the area covered
by each numb�red sub basin. The surface water profile map
was also explained by 1�r. Oslund, who commented that a 25-
year 3-day event would have 12.6 inches of rain. Using both
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maps, Mr. Oslund indicated that flooding would occur when
the groun.d became saturated the way the system was de�igned
at the present time. An option to help the situation was to
take sub basin number one north of Tequesta Drive,
consisting approximately �2 acres of surface area, and
remove it from the Dover Ditch drainage basin by changing
its outfall toward the river. The chan.ce of flooding would
be reduced to almost none for a�5-year 3-day event by
removing that sub basin and giving Jupiter the opportunity
to add pipes to their side so that there would be positive
outfall from their side in:to Dover Ditch. Mr. Oslund
explained that this underground pipe system would eliminate
the maintenance problem of overgrowth such as currently
existed.
Mr. Frost described what the final plan would look like, and
e.xplained that a lot of white mangrove would be proposed for
removal to help resolve the future maintenance issue. Mr.
Frost explained that the original function, drainage, must
be primary, with restoration of as many aesthetic features
as possible. One of the possibilities being considered was
to plant cocoplum or beauty bush and sand cord grass in the
swale areas and the open ditch area. These would attract
birds while growing basically in one area with minimum
spread. Some of the area could be mowed as opposed to using
a backhoe for maintenance.
IV. AGENCY AND PUBLIC CO�NT
SOUTB FLORIDA 4�ATSR MANAG�NT DISTRICT
Ken Todd, SFWNID, commented that the District was concerned
with balancing the flooding problems with the environmental
aspects of water quality, and did not want to create a
problem within the river. Mr. Todd explained that Gee and
Jenson had been mandated by SFWNID to come up with a system
which would match the pre-development runoff as much as
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possible, yet at the same time get rid of water to eliminate
flooding. Mr. Todd asked those who had comments to try to
think the project through, look at the system as being
presented, and realize that this was a balancing act of both
environmental and flooding problems.
CORP OF SNGINLgRS
Mr. David Smith, who had planned to represent the COE at
this meeting, was unable to attend.
GENERAL P'USLIC
, Larry Zieliaski, reported he had lived at 403 Dover Road,
right at Dover Circle since 1968. Mr. Zielinski provided a
brief history of Dover Ditch, and explained that he had
requested that the village Council establish a drainage
system which originally had worked well, until the areas
north of Tequesta Drive were developed and the drainage
diverted into Dover Ditch, which could not handle the water.
Mr. 2ielinski questioned the proposed plan at Riverside
Drive, to which Mr. Oslund responded that another pipe would
be added. Mr. Zielinski explained he had been flooded out
five times, and suggested a Chainlink fence to catch debris
to stop blockage of the water flow. Mr. Zielinski disagreed
there was no access for maintenance, explaining that he had
driven there. Mr. Zielinski commented that he believed the
cost of putting in cul.verts would be a lot more than
redesign of the open swale with a travel area; and
questioned the calculations to arrive at a certain size
culvert to handle a certain amount of water. Mr. Oslund
e.xplained that computer modeling programs had be used, which
figured the size of the pipes needed. J. B. Frost agreed
with Mr. Zielinski that the initial cost wpuld be more than
a redesign of the open ditch, but stated that the piping was
a better alternative from a long-term perspective. Mr.
Zielinski expressed concern that the piping could not handle
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the water volume and would have no outlet for overflow.
Gearge Dicksoa, West Windsor Road, explained that he was
_ spokesman for a number of other people. Mr. Dickson
presented minutes of the original meeting between Tequesta
and Palm Beach County where the Village had agreed to the
work to create Dover Ditch and to perpetual maintenance of
the ditch; the original drawing of the ditch, and a diagram
showing lots in the area. Mr. Dickson commented that he had
received a letter from Jupiter in 1962 saying that the
village proposed elimination of the ditch by installing
pipes and asking if residents would be interested in
purchasing the property behind their existing propert� to
help with the cost, however, no one was interested. Mr.
Dickson explained that he had received a letter from the
Corp of Engineers stating that the Village had requested a
permit to eliminate the ditch in its present state, and read
into the record the letter sanctioned by his neighbors that
he had written in reply, �hich expressed strong opposition
to the destruction of the wildlife supported by the ditch,
the ability of the ditch to handle a large amount of rain
even with the system clogged from lack of maintenance and
the flap gates removed, and requested a public hearing on
this matter. Signatures had been obtained and submitted to
the Corp of Engineers. The Village had sent pictures in
response which depicted sand fill.ing up the causeway and the
amount of mangroves which had grown up, which Mr. Dickson
stated should have been sent by the residents, since the
Village had not maintained the ditch, which was their
obligation. Mr. Dickson commented that the Corp of
Engineers had sent out notices and the anly opposition was
from the local residents, because the agencies did not know
what they were referring to since the ditch was not referred
to as Dover Ditch on their records. Mr. Dickson expressed
concerns if the proposed plan were built regardYng access,
security of the homes, destruction of a viable wetland,
affirmed that the water was not stagnant and that mosquitos
were not a problem, that pipes would not improve water
quality, that lower ma.intenance should not be an issue since
the agreement had been for the Village to maintain tihe ditch
in perpetuity, that there had been no flooding recently and
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none where these residents lived, that erosion probiems
existed, and that the white mangroves were not the same as
the ones with the elaborate root s�stems and these
contributed to the erosion problems. A woman in the
audience commented she had lost a fence due to the erosion.
Mr. Dickson referred to minutes of the Finance and
Administration Committee of the Village of Tequesta
beginning in 1992 where Dover Ditch improvements and their
cost had been discussed. In summary, Mr . Dickson co�nsnented
that the mangraves were a major factor in creatin.g the
erosion; that the ditch expanded during heavy rains from 30
to 50 feet so that his house was �ever flooded; submitted
pictures showing grates clogged with weeds and branches;
showed a picture of sand and mud washed out of an existing
pipe during a large storm, and a photo of water standing in
his front yard which almost reached his front door. Mr.
Dickson expressed concern that the proposed plan would
provide access to the backs of homes which would be a
security problem, and that property values would be
affected. Mr. Dickson also expressed concern tha� the
proposed plan could not handle the volume of water created
in a hurricane. Mr. Dickson explained that the Jupiter
mayor and ma.nager had been no help; com4nented that the ditch
did not dr�r Qut in the summer; and discussed the number of
lawyers he had contacted regarding this situation.
Karea McCroy, 359 Cedar Avenue, questioned whether more
grates and drains were proposed, and whether existing drains
would be cleaned out, to which Mr. �slund responded by
pointing out locations where additional grates would be
in5tal.led. Mr. Preston responded that the village had had
the drains cleaned out within the past few years. Ms.
McCro�r disagreed with the comrnent that there were no
mosquitos, since there were many in her yard and garage;
reported her garage had been floaded with six inches of
water; and questioned how the landscape would appear after
construction of the proposed plan. Mr. Frost explained that
under the proposed plan the area would be sodded with grass
and shrubs would be interspersed in certain areas where they
would not interfere with maintenance. Ms. McCroy responded
that seemed more secure than at present for young children
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who might accidentally drown in the ditch. Mr. Frost
explained that water should nat stand above the grated
risers.
D�ve DoWniag, 320 Riverside Drive, stated that he also
represented Mrs. gollomaa of 319 Riverside Drive, and that
when he had moved here in 1964 the ditch was 4-5 feet wide
on his property and was now about 20 feet wide, and that
although the things Mr. Dickson had referred to were all
true, it was now time to do something. Mr. Downing stated
there were plenty of times the ditch was dr� east of
Riverside Drive. 1�1r. Downing explained that Mrs. Holloman�s
property was eroding away and now had only 8 feet left next
to the foundation of her home, and the sand from 20 years of
erosion had collected in the Loxahatchee River, which had
made a mess. Mr. Downing stated it was time to stop the
studies and do something.
Mike Blaom, 204 River Terrace, questioned the location of
grates, which Mr. Frost explained would be above the pipe
system. Mr. Blaom expressed concern that if the three pipes
being installed were not at least as large as the present
ditch that less water would be moved. Mr. Frost explained
that 42 acres would be removed from the system and the
bottleneck at Riverside would be helped by the installation
of a third pipe, and that water would flow faster through
pipes than in an open ditch. Mr. Bloom questioned whether
other options had been considered so that the ditch could be
preserved ecologically, and explained that the area behind
his house always had fish there, including snook. Mr.
Bloam expressed the opinion that if 99� of the people who
lived on the ditch clid not want the proposed plan that
another way should be found so that the people would be
happy, since it was their ta�c dollars which would be used.
Mr. Bloom expressed his apinion that the present problems
` were the result of its not being maintained.
Tom Little, 486 Dover Road, reported he had lived there
approximately 32 years and had seen all the problems. Mr.
Little proposed that an inexpensive way to resolve the
problems would be to flush all the drainage lines leading to
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Dover Ditch, which would create a lot of water on Jupiter�s
side of the ditch. Mr. Little asked that health and safety
be considered, since a big flood could cause major septic
tank problems. Mr. Little asked the engineers whether there
was an accessible easement today for maintenance, to which
Mr. Frost responded no, that it was not accessible. Mr.
Pr�ston explained that accessibility had been lost through
erosion, and when people talked about driving a truck along
the ditch that was on private property which the village
could not access. Mr. Little commented that people should
start thinking about how access could be obtained in order
to start work, and mentioned easements or emminent domain.
Mr. Little suggested a weir would be needed ori Tequesta
Drive if the flow £rom 42 acres north of it were diverted to
the river. Mr. Little questioned whether any permitting had
been obtained, to which Mr. Frost responded, nn. Mr. Little
predicted that with the opposition from Jupiter residents
that the Corp of Engineers would stop the project when
permits were requested, and again suggested flushing the
pipes so that the water would go to Jupiter, and questioned
whether Tequesta could then handle the flow from the
village, since the communit� now contained 42 acres of
developed property north of Tequesta Drive which had not
been the case when the ditch was originally established.
Mr. Little urged that Jupiter and Tequesta must work
together on a solution, and that if they did not they must
realize that either the State or Federal government would
eventually step in to prevent having to pay for future flood
damage, and the ma.tter would be taken out of the residents'
hands and they would be presented with a bill for the
solution.
Roger DePotter, 208 River Terrace, pointed out a culvert at
Riverside Drive which he stated was 3/4 blocked and could be
cleaned out with a backhoe, which he stated would improve
water flow by 50�, and the mangroves could be removed
because they were not environmentally sensitive. Mr.
DePotter expressed the opinion that the proposed pipes would
not handle the water volume.
Lisa Lemaaovich, 1623 Seabrook Road, questioned whether any
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improvements would be done there and whether sub basin
number 2 might be added into the Dover Ditch system, which
was a concern since they had been flooded out twice. Ms.
Lemanovich reported the culvert at her property became
clogged and she cleaned it out. Mr. Oslund reported he had
been in contact with Jupiter's engineers regarding sub
basins 2 and 4 and they were now in the process of
determining what they might do, and Tequesta's improvements
would incorporate any improvements made by Jupiter.
David Rotar stated he was with the Stormwater Division for
the Town of Jupiter, and explained that presently changes
were being designed for Riverside Drive to change drainage
to go south to get it out of Dover Ditch, and the town was
trying to work with Tequesta; and the present status was
that a budget transfer had been made to accomplish �he
engineering wark. Mr. Rotar explained that the town's
engineering firm, Hutcheons, had a lot of backgraund data
because they had done work there during the 1980s.
Gertrude Licklider, 1l7 West Windsor Road, reported that on
the Jupiter side of Dover Ditch trees, bushes, and fences
had all washed down into the ditch, and that thirteen years
ago when Dover Road had flooded a new pipe had been
installed across from her land andat least 5 feet had been,
taken from her property in the process which had created
erosion on her property.
Mike Hloam, 244 River Terrace, cammented that it had been
the responsibility of the Village of Tequesta to maintain
the ditch and since the present problems were a result of
lack of maintenance he proposed that the Village should
restore the ditch. Mr. Oslund explained that with the
buildout of Tequesta, approximately 180 acres volume of
water was now going into the ditch, so that if the Village
rebuilt the ditch to its original condition that it could
not handle that volume.
Rager DePotter, 208 River Terrace, stated the recent
tremendous rainfall had been handled. Mr. Oslund disagreed,
and stated it had not been handled. Mr. DePotter conceded
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that some places had flooded. Mr. Oslund commented that
. man�r people had been flooded and it was the responsibility
of the engineers to look at the big picture to make sure
that nobody was flooded.
Sm�anuel Picc3tto, 121 West Windsor Road, commen�ed that the
proposed design had not taken into account Jupiter�s side of
the drainage, to which Mr. Oslund responded that the plan
did take that area into consideration. Mr. Piccitto
commented that unless Jupiter actually did something there
was no drainage from that side and at this goint they had
not done anything. Mr. Oslund agreed, and stated this was
only a preliminary design. Mr. Piccitto expressed the
opinion that the process had not been taken far enough at
this poin.t ta warrant getting a lot of people excited. Mr.
Piccitto expressed cancern with the size of the proposed
pipes. Mr. Oslund explained that the design was pnly
preliminary and if Jupiter proposed a design which did not
mesk� then the size of the pipes could be changed, and that
the intent was to produce a final design by working with
Jupiter. Mr. Piccitto questioned the result of removing the
42 acres to the north, conunented that cleaning pipes which
were now clogged would result in reversing the present
situation so that Tequesta residents would then have
problems. Mr. Piccitto corrnnented that only a portion of the
problem was being addressed at this point, that this meeting
was really premature, and that a solution must be found by
including Jupiter. Mr. Oslund commented that the Village
was working with Jupiter. Village Manager Bradford
commented that Mr. Piccitta had a very good point, however,
explained that the V�.11age of Tequesta could not force
Jupiter to design a plan and spend money to address �.
drainage conveyance system in the town of Jupiter. Mr.
Bradford explained that the Village had attempted to do that
over the years, and had acknowledged for a long tirne that
they had a maintenance p�oblem. The village Manager stated
that in order to address the problem in a comprehensive
fashion, Mr. Piccitto and the other Jupiter residents needed
to let the Jupiter town officials know that they wanted
something done simultaneously with Teque�ta so that the
drainage problem could be dealt with on a regional basis.
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Mr. Piccitto asked if that were the case why didn�t Tequesta
implement a plan which would only affect Tequesta.
�ally Sates, 219 Norfalk Road, expressed his opinion that
the pipe going down Tequesta Drive was too small. Mr.
Oslund explained that a staging sequence must be follawed.
Mike Meder, 114 Chagel Lane, questioned that sewer lines
were not shown for storm water drainage on roads in the area
north of Tequesta Drive. Mr. Oslund explained that there
was a preli�inary design for construction of the po�itive
outfall from Willow all the way south, including Shay Place,
but that was not the subject under discussion. Mr. Frost
responded to Mr. Meder's question regarding the height of
the weir that it would be located 300 feet west of Riverside
Drive and would have a 2.3 crest weir elevation with mean
high water elevation of 1.�4 MGB. Mr. Meder stated he
understood the plan for Lake Okeechobee was to release water
into C-18 Canal in times of flooding, and questioned how
much water the Village could handle. Mr Todd of SFwNID
stated that Lake Okeechobee did not connect to C-18. Mr.
Meder questioned whether the proposed plan in�luded any work
on Seabrook Road aver the culverts there. Mr. Oslund
responded that work would be done very quickly. Mr. Meder
questioned the projected elapsed time far the project and
the estimated cost. Mr. Oslund estimated six months for
construction and stated that the cost was now estimated at
$900,OQ0--to be financed by a bond issue by the Village of
Tequesta.
Pau1 Moraa, 404 Dover Circle, stated he approved of the
plan, it was a good one, and let`s do it.
�r. Dicksoa, West Windsor Road, commented that the proposed
plan would defy gravity.
�ally Batea, 219 Norfolk Raad, commented that there would
still be flooding no matter what was done. Mr. Frost
explained that there were events that could not be planned
for and a system could not be designed for such occurrences,
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but must be designed around more current events. Mr. Bates
commented that in the section where Mr. Zielinski lived the
houses were built very low and would probably always
experience flooding unless pumping stations were installed.
Mr. Frost explained that the surface profiles drawn b� the
computer reflected the benefit which could be expected as a
result of construction of the proposed plan. Mr. Bates
questioned whether Tequesta would maintain keeping the head
basins clean. Mr. Frost explained that the maintenance
problem resulted from no access, not easement, along �over
Ditch; and when the new system was in place the Village of
Tequesta would be respo�sible for it's maintenance.
Jack 0'Conaer, 123 West windsor, stated that the east side
of Seabrook Road was maintained by Tequesta, but the west
side had never been touched, and pipes were backed up with
sand. Mr. O'Conner stated he did not think there would be a
problem if it were maintained.
Mike Bloom, 204 River Terrace, commented people who live� on
the ditch wanted to get the flooding stopped, but also
wanted to save the ditch and at the same time save tax
dollars. Mr. �rost responded that compromise must be
reached somewhere between saving Dover Ditch in its current
state and stopping flooding. Mr. Frost stated that taking
a look at the big picture from an environmental perspective,
th� whole system perspective, as well as the damage being
done by Dover Ditch, that an aerial view of the Loxahatchee
�iver showed a huge plume, or sandbar, created frorn the
erosion washing away people's praperty. Mr. Frost stated
that his firm had tried to weigh all of the alternatives and
had worked with the Corp af Engineers, and explained that
Mr. Dave Smith from the Corp of Engineers had been scheduled
on the agenda to answer questions, but had been unable to
attend. Mr. Frost stated that all of the comments were
appreciated and would be very seriously considered.
Jim Sach, 212 River Terrace, questioned Mr. Frost's comment
that the s�stem would not handle a flood. Mr. Frost
explained that the everyday storms would be handled,
however, there were storm events that no Qne could plan for.
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Mr. Frost explained that the 25-year 3-day event model must
be used.
Mr. Dicksan commented that Dover Road had flooded in every
maj or storm and Tequesta should put a pumping station in
that street, because nothing would change the fact that the
homes in that area were too low.
Tom Little commented that last October was the first time he
had water in his house in 32 years and attributed it to the
fact that the water was not flowing down the ditch properly.
Mr. Little inquired what the cost would be for a plan
against a 100-year storm, and stated by using four times the
25-year model the cost would be 4 times $900,000 and pipes
would have to be 4 times the sizes proposed. Mr. Frost
responded that it would be considerably more money.
V . ADJOURNMENT
Mr. Frost thanked everyone for their comments and assured
them that those comments would be taken into account. The
meeting was adjourned at 9:15 P.M.
Respectfully submitted,
» � � �-� \ a
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Betty Laur
Recording Secretary
ATTEST:
_�
J ann Mangani lo
Village Clerk
DATE APPROVED:
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