Public Services Committee
Regular MeetingMount Pleasant, SC · July 25, 2017
Minutes
TOWN OF MOUNT PLEASANT, SOUTH CAROLINA
SPECIAL MEETING
PUBLIC SERVICES COMMITTEE
Tuesday, July 25, 2017
1:00 p.m.
Municipal Complex
Building C, Former Council Chambers
MINUTES
Members Present: Will Haynie, Chair; Joe Bustos, Jim Owens
Staff Present: Eric DeMoura, Jody Peele
Also Present: Rick Karkowski
Mr. Haynie called the meeting to order at 1:00 p.m.
1. Public Comments
Kevin Cunnane, 3032 River Vista Way, stated that he is a regular attendee
and feels there has been denial in the past with regards to drainage
problems. He thanked the Committee for this report and for action that
will be taken based on the results of the report.
Barry Wolff, 1468 Pocahontas Street, stated that he is anxious to see
results of the study due to concerns he has regarding new construction in
the Indian Village resulting in drainage issues. He thanked the Committee
for their efforts and further stated that he looks forward to progress.
2. Presentation of Old Village drainage assessment
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Mr. Peele informed the Council that on June 30, 2017, Thomas and Hutton
Engineering firm provided a draft copy of the conclusion of the Old Village
Drainage Study which was shared with Council.
Mr. Peele introduced Rick Karkowski of Thomas and Hutton Engineering firm,
who presented the following:
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Mr. Karkowski added that, for the Pilot Study, the firm inspected each
structure in certain areas of the Old Village.
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Mr. Karkowski stated that he will be addressing a 10 year design storm, or
10 year level of service, which may not have been the level of service that
the South Carolina Department of Transportation (SCDOT) intended for
these roads to have.
He further added that there have been unintended consequences resulting
from additions such as on street parking that have impacted the ability of
the system, which includes the entire right of way (ROW).
Mr. Karkowski explained that drainage improvement of basins must
generally be done downstream to upstream within the basin.
He informed the Council that the Future Conditions analysis has been
completed and that these findings have been compiled into this report.
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Mr. Karkowski described the need for study in this area as resulting from
the amount of new construction that is having an impact on drainage
features, including the interruption of the system that is already in place.
Mr. Karkowski explained that the Impacted Sections shown may have off
street parking or landscaping that has encroached into the SCDOT right of way
causing the drainage system or swale to no longer be there.
Mr. Owens asked if any pervious systems were found in any of the off street
parking areas.
Mr. Karkowski replied that some were built with materials such as crushed
stone or rock, which is impervious, but not as impervious as sand. He further
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explained that these swale areas were generally filled to drain to the edge of
the road.
Mr. Owens inquired as to whether they had seen pervious pavers.
Mr. Karkowski replied in the affirmative and added that they had also seen
asphalt and concrete. He reported that the more modern and recent areas
had used a pervious material.
Mr. Karkowski explained that the basins that were analyzed extended slightly
outside the study area due to having to account for all the drainage in each
basin as this affects the entire system.
Mr. Karkowski stated that the study area included 27 basins.
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Mr. Karkowski stated that there were two basins that received more in-depth
study, Edwards Park and the Royall Avenue basins.
He further explained that the system was analyzed for a 10-year design storm
or to determine if it is meeting a 10 year level of service. He stated that the
most up to date information from the National Weather Service was utilized
showing statistically how much rainfall should be handled in, for example, a
one hour storm and a three hour storm.
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Mr. Karkowski commented on the rain event of April 24, 2017, in which the
Old Village received 5.4 inches of rainfall over a six-hour period occurring at
high tide.
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Mr. Karkowski stated that, according to the above charts showing cumulative
rainfall amount of 5.4 inches, this event fell right around the 10-year rainfall.
He concluded that if we had a functioning system that met the level of service
of current Town standards, it should have been able to handle a storm of this
magnitude.
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Mr. Karkowski stated that the Old Village has a mostly uniform land use of
residential, however; encroachments of larger multi-family developments
were accounted for in future analyses.
In addition, he explained that the Old Village has a fairly sandy soil which
accounts for a large amount of infiltration.
Mr. Karkowski defined Time of Concentration as how runoff goes from the
farthest point to the lowest point.
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Mr. Karkowski explained what he described as a fairly unique condition in
Mount Pleasant where a portion of the town relies on infiltration and
evaporation for drainage. These were termed closed basins, areas where
water has nowhere to drain and only gets out through flooding or goes into
the ground or evaporates.
Mr. Karkowski stated that these closed basin areas were quantified as part of
the study and were included in the firm’s analysis and recommendations.
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Mr. Karkowski related that the Hydraulics analysis was assessed at low tide,
although other tide conditions, such as spring tide or king tide, were
considered later in the analysis.
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Mr. Karkowski described an extensive pipe network in the basins that were
studied, although some areas have limited drainage facilities.
He explained that in analyzing for pipe capacity, a level of service was assigned
based on amount of rainfall it could handle.
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Mr. Karkowski noted that the Service Requests were drainage requests.
He further described the different levels of complaints. These were Structural:
flooding in the finished floor of a house; Severe: flooding in a garage, carport
or under a house; Nuisance: flooding in a yard; or a Maintenance issue.
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Mr. Karkowski stated that with reference to the geographical distribution of
the claims, the few that were on the south and the west were probably
related to a tidal situation, but the interior ones were definitely related to a
rainfall event.
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Mr. Karkowski noted that as the economy recovered, an upward trend was
seen starting in 2011 through 2016 for building permits in the Old Village for
adding homes on empty lots and subdividing lots.
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Mr. Karkowski stated that despite the finding of deficient pipes scattered
throughout the system, it was also noted that the newer neighborhoods in
the southern part of the study area had systems that were built to modern
standards.
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Mr. Karkowski noted that an approach to the basin prioritization would be to
focus on the largest problems that would result in the biggest improvement
for the least amount of money.
Mr. Karkowski described System Coverage to be the pipe system and how far
it reaches into the basin. He further added that this System Coverage will give
an indication of what areas may need to have drainage extended into
different parts of the basin.
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Mr. Karkowski noted that part of the scope for this study was to focus on
some of the worst areas. He pointed out that two of the basins received a
score above 20 (Edwards Park and the Royall Avenue basins).
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Mr. Karkowski informed the Committee that 30 percent of the structures in
Edwards Park are in need of serious work and that 21 percent of the
structures in the Royall Avenue basin are not working.
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Mr. Karkowski described the pipe systems as being the backbone of the
system. He further added that the pipe systems were focused on first and
analyzed as to how to bring those up to a 10-year level of service.
The analysis included size of pipe and cost of doing a retrofit project, which
Mr. Karkowski described as constructing down the center of a road, ripping
everything out, putting in new pipe and putting everything back.
Mr. Karkowski related to the Committee that the pipe cost alone would be
20-25 percent of the overall cost of the entire project. He stated that 80
percent of the project cost would include pavement, utilities and everything
else that is required by the project.
Mr. Karkowski characterized the Streetscape as a project that would
reestablish the intended design back to the swale and driveway overflow
system that the SCDOT intended to design.
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Mr. Karkowski concluded the Recommendations by stating that a key issue
would be maintenance, which would entail reoccurring inspection and
maintenance needed to keep these systems in operation.
Mr. Peele asked if this cost reflects replacement of existing pipe
infrastructure.
Mr. Karkowski answered in the affirmative and added that the 10-year level
of service (LOS) improvement is for the pipes only.
Mr. DeMoura asked if this cost would increase if future design indicates a
larger pipe is necessary.
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Mr. Karkowski answered in the affirmative.
Mr. Karkowski stated that the high priority costs shown are included in the
pipe replacement costs.
He defined Alternative Improvements as being those outside of the existing
pipe system, which includes pipe extensions needed to meet closed basins
and outfalls improvement.
Mr. Karkowski added that the final project cost was for surface drainage
projects, which comprises older ditch and pipe systems. He related that most
of these areas that were identified are in serious need of a major overhaul.
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Mr. Bustos asked Mr. Karkowski if this report was a draft or a final report.
Mr. Karkowski stated that this was a presentation. He added that the draft
was provided and that it would be finalized after comments are received
following this presentation.
Mr. Bustos inquired as to when report would be finalized.
Mr. Karkowski stated that it could be at the end of this week or the beginning
of next week.
Mr. Owens thanked Mr. Karkowski for the presentation. He asked if there was
any possibility of looking at value engineering. He inquired as to whether
there were any receptacles attached to the 48 inch gravity main that could be
used as a conduit for a force main.
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Mr. Karkowski replied that the pump station has a small bypass force main
that is 8 inches.
Mr. Peele added that there is an 8 or 12 inch bypass where a pump is used to
bypass. He further stated that he believes there are dual 48’s going down the
street at the outfall.
Mr. Owens asked if these were gravity.
Mr. Peele answered that this could work in two ways. He stated that when
the pump station comes on, it lifts the water over the wall and pushes it out.
He continued, stating that if the pump station fails at certain tide levels, the
crew can crank the gate valve up, enabling water to flow out.
Mr. Peele stated that the generator positioned at the pump station will help
with power outages, but added that the generator will only run one pump.
Mr. Owens added that with modifications, such as increased capacity and
increased size of pumps, that force main would probably need to be
increased.
Mr. Karkowski replied that the gravity outfall has a little more capacity, but
would need an upgrade to maximize capacity. He added that one of the
components of value engineering is design.
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Mr. Owens asked Mr. Karkowski if his recommendation was at 187 cubic feet
per minute as opposed to 100 cubic feet per minute.
Mr. Karkowski answered in the affirmative.
Mr. Owens stated that he feels we have to look toward the future, and design
accordingly, in terms of how much will be incorporated for drainage and how
much capacity that allows.
Mr. Karkowski inquired as to whether the Town would be willing to provide a
10-year LOS or a 5 year LOS.
Mr. Owens replied that he was just asking about using 48 gravity for a conduit.
Mr. Karkowski answered that it is a conduit.
Mr. Owens replied that it is gravity, and is not being forced.
Mr. Karkowski stated that the firm has not done detailed design, but has
envisioned a modification or redesign to a forced main rather than a gravity
outfall. He added that this is a larger project than is appropriated right now.
Mr. Owens asked about being able to use flap gates to control the tides in
some of the areas where we are getting surcharge that is infiltrating back into
the system, also probably silting in the force main or the gravity system.
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Mr. Karkowski stated that the systems were designed for high tide. He added
that there may be some benefit from keeping tide out of system before the
rain event; however, it does not address event flooding. He stated that it
addresses the sunny day flooding, which is extreme high tide.
Mr. Owens noted that he had seen in the report discussion of underground
retention.
Mr. Karkowski replied that some of the upgrades could have some
underground retention where the water would be released into the
underground groundwater system. He added that limited space would affect
the use of underground retention.
Mr. Owens asked if you could pave over.
Mr. Karkowski answered in the affirmative and said this was in theory.
Mr. Haynie inquired as to where the underground retention systems would
be placed.
Mr. Karkowski answered parks or parcels that would be purchased. He added
that in the right of way, there are smaller systems that could be put between
the edge of pavement and the property line where a 12-15 foot strip could be
engineered for such a system.
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Mr. Owens asked if this system could be manifolded on both sides of the
street.
Mr. Karkowski replied that it possibly could be implemented on both sides of
the street. He added that this could be done in conjunction with one of the
pipe improvements for more localized flooding issues.
Mr. Haynie asked if this would be significantly more expensive than regular
pipe work.
Mr. Karkowski explained that they perform two different functions, pipes that
are meant to move the water and underground retention systems that
capture the water and put it into the ground. He further explained that, in
theory, an underground retention and infiltration system could take some of
the volume and runoff so that the peak of the runoff off the system would
result in less pipe needed. He stated that it is fairly expensive and in a tight
retrofit system, it would be hard to get to the scale needed for an actual
impact.
Mr. Owens asked if any of this was reflected in the costs of the study findings.
Mr. Karkowski replied in the negative. He added that some of the pipe costs
could be shifted in future engineering costs to underground retention
systems.
{ At this time, 2:02 p.m., Mr. Haynie called for a brief recess.}
{Meeting was reconvened at 2:12 p.m.}
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Mr. Haynie commented on reading a statement in the report that stormwater
infrastructure in general is outdated, undersized and in poor condition. He
asked to direct to staff the question of a financing source to enable the Town
to follow priorities and get the most for the money and to fix the issues that
give the most improvement in the fastest amount of time.
Mr. Haynie asked if there would be a flow of money that is better than in the
past now that the impact fee structure has been updated. He also inquired
about the capital improvement plan perhaps being a source.
Mr. Haynie also asked if there would possibly be federal or state assistance.
Mr. DeMoura answered in the affirmative. He stated that he is recommending
two main funding sources. The first would be the revenue from the general
services impact fee. He further stated that the recommendation would be to
utilize the Stormwater portion of the impact fee.
Mr. DeMoura related that the second recommendation for funding entails an
increase in stormwater fees.
Mr. DeMoura expressed his belief that a combination of these two funding
sources together would result in a 30 million dollar type of cost.
Mr. Haynie asked if this would be an increase town wide or if it would be
increased by region. He expressed concern that residents that see this
increase and have been paying stormwater fees, and have been receiving this
level of service, may be resistant to fees being raised.
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Mr. DeMoura answered that the Town had not had a Capital Improvement
Program until a few years ago and shortly after that, an increase in the
Stormwater Fee was asked for and granted by Town Council. He further added
that this increase took the Stormwater Fee from approximately one million to
two million dollars a year.
Mr. DeMoura related that the amount of two million dollars is not a lot of
money to keep the current stormwater system maintained and improved.
Mr. DeMoura stated his belief that residents in other parts of town, in
addition to the Old Village, could express the same argument regarding
paying money into the system and not seeing a direct return either.
Mr. DeMoura noted that the stormwater program town-wide brings in
approximately $2.5 to $2.7 million dollars a year and that money is also
contributed from the annual budget every year that is split between roads
and stormwater.
Mr. DeMoura stated that a challenge in how these issues are addressed in the
Old Village is that the Town of Mount Pleasant does not own this
infrastructure.
Mr. Haynie requested that the Public Services Committee meet again on
Monday, July 31, 2017 to address several issues including: making a
recommendation to full Council on how to proceed, the effects of what is
happening in this part of town on the future of the infrastructure, and a
recommendation to full Council regarding the building moratorium.
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Mr. DeMoura replied that a meeting would be added to the calendar for
Monday, July 31, 2017.
Mr. Haynie asked Christiane Farrell, Director of Planning and Development for
the Town of Mount Pleasant, if the Town needs to rethink the idea of the
parts of town that are prone to flooding with regards to guidelines.
Mrs. Farrell replied that all zoning districts have building coverage
requirements. She stated that the Old Village historic district is unique in that
they have some impervious surface requirements. She agreed that it was
something that could be explored.
Mr. Haynie noted that by definition, this area is Old Mount Pleasant, and
there are parts of this area outside of the Old Village delineation.
Mr. Haynie asked Mr. Bennett, former chairman of the Old Village Historic
District Commission, if he thought some of the residents would take some
responsibility in making small changes to help with the flow of stormwater.
Mr. Bennett answered in the affirmative. He further added that the
Commission had recently addressed some of these topics. He also stated that
a concern is when residents, without approval, take it upon themselves to
improve the swales, creating semi-pervious or less than pervious, surfaces
along some of the ROW’s. He noted that permission is supposed to be sought
from the State to make these improvements.
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Mr. Haynie asked if there were any sources to learn from in areas that have
also experienced the issues of tearing down and adding on of homes which
contributes to drainage issues.
Mrs. Farrell stated that research could be done on this subject.
Mr. Karkowski added that Wilmington, NC, is also facing a similar
redevelopment issue.
Mr. Haynie then asked if anyone else had any other comments pertaining to
this topic and then directed Mr. Peele to begin the presentation of the next
agenda item.
3. Review of town-wide stormwater system repair and replacement plan
Mr. Peele informed the Committee that he would be providing information
concerning the stormwater system repair and replacement plan.
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Mr. Peele added that Marcy Cotov, CFO for the Town of Mount Pleasant,
would address the funding review portion of the agenda.
Mr. Peele informed the Committee that the Stormwater Division has three
core program functions which are: Hazard Mitigation, Water Quality
Management and General Operations. He noted that today he would be
providing information concerning the General Operations section.
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July 25, 2017
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Mr. Peele stated that the Stormwater Program Evolution illustrates how the
program got started and where it is today.
In 1995, the Town conducted a drainage study to address significant flood
prone areas in the Old Village and Snee Farm subdivision.
In 1996, the Town adopts the Stormwater Utility program and a specific
Stormwater Capital Project list was developed.
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Mr. Peele noted that this is the original list of Capital Projects.
Mr. Peele shared with the Committee that the Ben Tatum Lake was part of
the Dovre Basin.
Mr. Peele stated that the solution noted for each project is only a brief
description of what was actually completed.
Mr. Peele added that part of the Snee Farm project was to replace the culverts
that were under the road with bridges.
Mr. DeMoura asked if any of the projects in the Old Village that were on
SCDOT property were completed.
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Mr. Peele replied in the affirmative, stating that almost all of them are
completed.
Mr. DeMoura commented that there has been an assertion that there has
been no money spent on stormwater in the Old Village. He noted that there
has been money spent there and added that is on property not owned by the
Town.
Mr. Peele stated that the Fox Pond project is not 100 percent complete. He
explained that some infrastructure had been cleaned and there have been no
flooding reports through 2014.
Mr. Peele also noted that the Venning Street project in the Old Village
finished the outfall and the remaining part will be completed as part of the
Pitt Street business district renovation project.
Mr. Haynie requested that at the upcoming Committee meeting, the process
and the pros and cons of taking over these roads from the State, be discussed.
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Mr. Peele noted that Other Stormwater Projects have been completed since
1996.
Mr. Peele stated that in 2012 the Asset Management Plan and Capital
Improvement Plan were established to address failing stormwater
infrastructure town wide.
Mr. Peele informed the Committee that the cost to repair failing
infrastructure for the four highlighted projects was $2,113,735.05.
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Mr. Peele noted that these FY 2017 CIP Projects in Progress are also funded.
Mr. Peele reported that the budget figures for these four drainage projects
totaled $2,390,700.00.
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Mr. Peele defined the SRF as the State Revolving Fund.
Mr. Peele stated that the Snee Farm SRF project has been approved and is in
the construction design phase. He explained that this project will address
flooding, failing infrastructure and will also include water quality
improvements.
Mr. Peele informed the Committee that this is a projected $9,900.000.00
project.
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Mr. Peele added that these FY 2018 CMP Projects are also funded.
Mr. Peele stated that in prior years, for CMP Projects, the entire subdivision
would have been addressed before moving to another one. However, due to
pipe failure that is being experienced town wide, he explained that a different
approach had to be taken.
Mr. Peele quoted the budget figure of $1,475,000.00 to complete these
projects.
Mr. Peele stated that the Public Services Department would approach the
Bids and Purchasing Committee in August 2017, to ask for the approval of
$480,576.49 that would be awarded to a contractor to begin work on these
projects.
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Mr. Peele noted the projected cost of the other four Stormwater Projects
shown to be $905,000.00.
Mr. Peele explained that the above map illustrates locations where repairs
have been completed throughout the town.
He noted that many of these repairs are from the Isle of Palms Connector
south.
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July 25, 2017
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Mr. Peele defined CTC as Charleston Transportation Committee and TST as
Transportation Sales Tax.
Mr. Peele noted that the CTC/TST Projects are projects that are approved by
Charleston County if funding is available.
Mr. Peele cited the Johnnie Dodds Boulevard Project as an example of a
project that was completed. He added that this project resulted in drainage
infrastructure being improved through some existing subdivisions.
Mr. Peele stated that the Queen Street Pipe Project was an installation
completed by Charleston County and CTC.
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July 25, 2017
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Mr. Peele stated that the Public Services Department welcomes any
assistance that SCDOT offers in addressing drainage issues on SCDOT roads.
Mr. Peele noted that the Longpoint Road Ditch Reconstruction Project was
completed between Whipple Road and Longpoint Subdivision by SCDOT
crews.
Mr. Peele further added that General Maintenance Work Orders such as
cleaning the ditch along the Isle of Palms Connector and also an area near the
Ravenel Bridge were performed by SCDOT maintenance crews.
Mr. Peele stated that the Longpoint Causeway Culvert Replacement is
currently in progress in the SCDOT Bridge Design Department.
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Mr. Peele stated that the Future Drainage Study Areas illustrates other
subdivisions with the same conditions as the Old Village, including limited
drainage infrastructure and little to no maintenance being performed.
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July 25, 2017
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Mr. Peele introduced Marcy Cotov, Chief Financial Officer for the Town of
Mount Pleasant, and stated that she would address funding.
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July 25, 2017
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Mrs. Cotov referred to the above slide to illustrate funding for Stormwater,
with the main source being Stormwater Fees.
Mrs. Cotov stated that the Stormwater Infrastructure Funds are based on the
General Fund/Fund Balance Policy which states that each year the June 30
audited financials are taken and, based on a calculation, a portion of the
monies go toward Transportation and a portion to Stormwater.
Mrs. Cotov noted that a four year average of these funds showed an amount
of approximately 2.3 million dollars.
Mrs. Cotov further described these funds as being economically sensitive,
meaning that, at any time, if revenue does not come in as projected, the fund
balance will be looked at as not having enough or as much to go toward these
projects.
Mrs. Cotov stated that there were four Impact Fees that were combined into
the Municipal Facilities and Equipment. She added that in the past, funds
generated for these Impact Fees were approximately $700,000.00.
Mrs. Cotov informed the Committee that for July 1, 2017, when the Impact
Fees went into place, the residential was slightly less than existing and the
commercial slightly more. She further explained that in January 2018, when
the next phase of the Impact Fees is implemented, it will generate more on
both the residential and non-residential sides.
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Mrs. Cotov addressed the Capital Improvement Program. She explained that
there is currently a process of working through a Capital Planning Model
which will take each of the Capital Projects and different sources of special
revenues, and will look at a long term portion of these items to demonstrate
how it impacts the fund balance of each of those revenues.
Mrs. Cotov informed the Committee that the Capital Planning Model is
projected to be completed by the end of August 2017.
Mr. DeMoura noted that the Town of Mount Pleasant had utilized the
consulting firm, Stantec, to inspect the Town’s road systems and to assess
their quality and to also do an assessment for Stormwater. He stated that the
Stormwater consultant said that approximately 14 million dollars per year
was needed.
Mr. Peele agreed with this amount and asked Hillary Repik, Stormwater
Division Chief for the Town of Mount Pleasant, if she was also in agreement
with this monetary figure.
Mrs. Repik replied in the affirmative and also stated that the breakout of this
amount was about even between Transportation and Stormwater. She
further added that the Stormwater portion was for rehabilitation of the
Town’s existing system.
Mr. DeMoura stated that the Stormwater demands at this time, such as metal
pipes that were installed years ago and are collapsing, and funds that are
needed to keep the current system operating, indicate that the above fund
assessment is correct. He added that many places around town are being
touched with the funds that are shown in the above slide.
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July 25, 2017
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Mr. Haynie stated that staff needs to be given direction for the upcoming
Public Services Committee Meeting on July 31, 2017 regarding questions that
have arisen from this meeting.
Mr. Bustos commented that one of the points to address is funding. He added
that redevelopment, including in this part of town and the newer parts of
town, as to how it is allowed, should also be addressed.
Mr. Haynie emphasized that the 60-day moratorium should be a topic for the
upcoming meeting.
Mr. Haynie asked Mr. Karkowski about projected sea level rise and possible
findings that resulted from the study done by Thomas and Hutton.
Mr. Karkowski replied that the majority of the Old Village is pretty high for the
LowCountry, but some effects may be encountered at places similar to
Edwards Park Pump Station or around Pitt Street at elevations 5 feet to 7 feet
being the most vulnerable. Overall, the systems are in the 10-20 feet or 10-
30 feet range. He added that it would take 150-200 years for there to be an
impact based on current projections.
Mr. Owens thanked Mr. Karkowski for his presentation and information.
Mr. Owens also expressed the hope for finding solutions for these issues so
that the proper level of service can be provided. He further added the
possibility of a partnership with the SCDOT may be a way to help mitigate
costs.
Public Services Committee Minutes
July 25, 2017
Page 65 of 65
Mr. DeMoura also thanked Mr. Karkowski for his time and effort. He also
informed Chairman Haynie that a review of the draft study presented today
would be posted on the Town of Mount Pleasant website.
4. Adjourn
There being no further business, the meeting was adjourned at 2:46 p.m.
Respectfully submitted by,
Jane Leisey
July 28, 2017
Agenda
MOUNT PLEASANT COMMITTEE ASSIGNMENTS
SPECIAL MEETING
PUBLIC SERVICES COMMITTEE
Tuesday, July 25, 2017
1:00 p.m.
Municipal Complex
Building C, Former Council Chambers
100 Ann Edwards Lane, Mount Pleasant, SC 29464
AGENDA
1. Public Comments
2. Presentation of Old Village drainage assessment
3. Review of town-wide stormwater system repair and replacement plan
4. Adjourn
Telephone (843) 884-8517 - Fax (843) 856-2180
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