Water Resources Board
Regular MeetingMurfreesboro, TN · January 28, 2020
Minutes
MINUTES
MURFREESBORO WATER RESOURCES BOARD
December 10, 2019
The Murfreesboro Water Resources Board met on Tuesday, December 10, 2019 in the conference
room at the Operations and Maintenance Building, 1725 S. Church Street. Present at the meeting were
Board members: Mr. John Sant Amour, Dr. Al Carter, Mr. Ron Crabtree, Mr. Brian Kidd, Mr. Kirt Wade,
and Ms. Madelyn Scales-Harris. Also present were Darren Gore, Valerie Smith, Doug Swann, Michele
Pinkston, Roman Hankins, Anita Heck, Steve Tate, Donald Hughes, Jimmy Stacey, Matt Powers, Alan
Cranford, John Strickland, Mike Bernard, Brent Fowler, Ronnie Martin, Randy McCullough, Adam Todd,
Andy McCrary, and Travis Wilson along with other members of the public.
The Board considered Water Resources Fund Financial Audit for FY19.
There are no findings in this year’s audit.
The table below summarizes the Department’s financial position for the water and sewer fund:
June 30, 2019 June 30, 2018
Current Assets $ 110,983,291 $ 101,122,393
Capital Assets 422,661,821 417,131,278
Non-Current Other Assets 63,269 86,799
Deferred Outflows 2,514,322 2,616,525
Total Assets and Deferred Outflows $ 536,222,703 $ 520,956,995
Current Liabilities $ 15,428,129 $ 16,573,301
Non-current Liabilities 112,100,223 122,557,631
Deferred Inflows 1,843,409 870,391
Total Liabilities and Deferred Inflows $ 129,371,761 $ 140,001,323
Net investment in capital assets $ 324,313,502 $ 307,032,011
Restricted 63,269 86,799
Unrestricted 82,474,171 73,836,862
Total Net Position $ 406,850,942 $ 380,955,672
Total Liabilities, Deferred Inflows
and Net Position $ 536,222,703 $ 520,956,995
Staff requested approval of the June 30, 2019 audit of the Murfreesboro Water Resources
Department.
Kirt Wade made a motion to approve. Madelyn Scales-Harris seconded. The motion unanimously
passed.
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The Board considered Stormwater Fund Financial Audit for FY19.
There are no findings in this year’s audit.
Summary information regarding Stormwater Fund's financial position is as follows:
June 30, 2019 June 30, 2018
Cash $ 5,964,987 $ 5,856,604
Utility Plant 6,449,249 6,296,594
Deferred Outflows 121,636 91,689
Prepaid Expenses and Other Assets 9,281 45,263
Total Assets and Deferred Outflows of Resources $ 12,545,153 $ 12,290,150
Trade Accounts Payable $ 35,565 $ 39,178
Other Liabilities 48,042 75,848
Deferred Inflows 132,980 52,352
Due to Other Funds 1,054,368 1,252,823
Long-Term Liabilities 1,220,183 1,157,414
Total Liabilities and Deferred Inflows of Resources $ 2,491,138 $ 2,577,615
Net Position
Net Investment in Capital Assets 6,449,249 6,296,594
Unrestricted 3,604,766 3,415,941
Total Net Position 10,054,015 9,712,535
Total Liabilities, Deferred Inflows and Net Position $ 12,545,153 $ 12,290,150
Staff requested approval of the June 30, 2019 audit of the Murfreesboro Stormwater Fund.
Dr. Carter made a motion to approve. Madelyn Scales-Harris seconded. The motion unanimously
passed.
The Consent Agenda was presented for the following considerations:
A. Consider Five Vehicle Purchases for AMI, O&M, WRRF & Engineering –
In MWRD’s approved Distribution Capital Budget FY20, there were five vehicles for various
divisions; Advanced Metering Infrastructure (AMI), Operations and Maintenance, Water Resource
Recovery Facility (WRRF) biosolids, and Engineering inspection. Due to the high mileage and high cost
of maintenance, Jack Hyatt, manager of Fleet Services, approved the replacement of these vehicles. The
desired vehicles are included on the State of Tennessee Vehicle Contract with Wilson County Motor Co.
The table below identifies the vehicle being replaced under each division:
VEHICLE DETAILS
Division Description Unit Replaced Cost Budgeted
O&M 2020 GMC Sierra 1500 (4WD) #4 $28,369 $35,000
O&M 2020 GMC Sierra 1500 (4WD) #12 $28,369 $35,000
WRRF 2020 Chevy Silverado 1500 Crew (4WD) #64 $30,899.10 $35,000
AMI 2020 GMC Sierra 1500 (4WD) #49 $28,554.30 $35,000
ENG 2020 GMC Sierra 1500 (V6 & 4WD) #132 $26,788.80 $31,000
TOTAL $142,980.20 $175,000
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Staff recommended the Board recommend City Council approve the purchase of these vehicles.
B. Consider O&M Compact Excavator Purchase –
MWRD’s FY20 Collection Capital Budget contains an approved line item to purchase a compact
excavator for Operations & Maintenance. This piece of equipment will be utilized in the rehabilitation of
sewer lines and can outperform our existing excavator in performance, digging depth and reach. The
existing excavator will be kept in our fleet and will be used for smaller jobs.
Staff located the desired excavator on the Sourcewell Contract with Meade Equipment.
Description Cost Budgeted
2020 John Deere 60G Compact Excavator $67,560.90 $90,000
Staff recommended the Board recommend City Council approve the purchase of this equipment.
C. Consider O&M Backhoe Loader Purchase –
O&M requested approval to replace Unit 79, a 2008 Case Backhoe. This backhoe is used daily to
load gravel, cold mix, and dirt. With 12 years of service, it has high hours and the performance of the
machine is degrading. Jack Hyatt, manager of Fleet Services, recommended this unit be replaced to prevent
costly repairs and downtime.
Staff researched various backhoe loaders of similar type and decided the John Deere Backhoe
Loader 310SL was the best fit for the Department. It is included on the Statewide Contract through Meade
Equipment, LLC located in LaVergne, TN.
Staff recommended the Board recommend City Council to approve the purchase of the backhoe
loader in the amount of $72,274.97.
Funding for the purchase of the backhoe loader was approved within the 2019/2020 Rate Funded
Capital Budget for $100,000. O&M received a quote of $86,374.97 with a trade-in value of the current
backhoe of $14,100 resulting in a total cost of $ 72,274.97.
D. Consider Customer Service Video Camera Purchase –
The current cameras are not high resolution and only has approximately 7 days of video storage on
our servers. This creates issues with viewing current and historical transactions. Plus, parts of Customer
Service are not fully visible with the current camera locations.
Staff obtained a quote from Twin Technologies for upgraded cameras and video storage. Twin
Technologies has an existing contract with the City that affords the Water Resources Department to
purchase these cameras via a contract amendment.
The cameras are high resolution, and storage capacity for video is being increased to approximately
45 days. Cameras will be placed in more optimal locations in the customer service and cashiering areas.
These cameras can be moved as necessary, including if the Water Resources Department relocates in the
future.
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Staff recommended the Board recommend City Council approve the quote for cameras and video
storage.
The total bid cost for the cameras and video storage is $15,429.80. Funding will come from rate-
funded capital.
E. Consider JBS Task Order 19-13, Electrical Testing & Cleaning @ WTP –
Staff submitted Task Order No. 19-13 for the Water/Wastewater Mechanical/Electrical Services
Contract to conduct infrared testing on electrical gear, breaker testing and cleaning, testing of spare breakers
and the cleaning of switchgear.
• Spare Breaker Testing $ 1,985.00
• IR Testing $ 2,612.20
• Eaton Inside Gear Breaker Testing and Cleaning: $ 3,745.20
• GE Gear Breaker Testing and Cleaning: $ 3,745.20
• Eaton Outside Gear Breaker Testing and Cleaning: $ 4,115.90
TOTAL FOR ALL ABOVE $ 16,203.50
Infrared testing/inspection of electrical panels finds hot spots caused by defects in connections and
components. Infrared thermography is used to find areas of excess heat (caused by increased resistance)
so that problems can be corrected before a component fails, causing damage to the component, creating
safety hazards and productivity loss.
Switchgear maintenance is very important to maintain key components of the facility. Not only
can the malfunction of the equipment be extremely expensive, it is also very hazardous to personnel. The
National Fire Protection Association standard suggests testing/inspection every three to six years. The
InterNational Electrical Testing Association recommends every two years.
The last time the switchgear and electrical components were tested was in early 2015. At that time
there were several major issues found and corrected. The schedule that staff would like to have is
approximately every five years.
The cost for the project is estimated at $16,203.50. Funding will come from the FY20 Operating
Budget.
Staff recommended the Board recommend to the City Council approving JBS Task Order 19-13 in
accordance with the JBS estimate.
F. Consider Sewer Easement Abandonment at Northgate Commercial Lot 4 –
Huddleston-Steele is requesting the abandonment of an existing 30-foot sanitary sewer easement
located on Lot 4. This easement was recorded by plat and was intended for a proposed gravity sewer main
to serve the property. During construction it was determined that there was a conflict between the sanitary
sewer and the proposed storm drainage. The sanitary sewer was redesigned along a different route, so this
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easement is no longer correct or necessary. The Developer will dedicate a new sewer easement along the
new route. The easement document for the dedication is already being prepared by the Legal Department.
Staff recommended that the Board recommend to the Planning Commission and City Council
approval of abandoning this existing sewer easement.
G. Consider JBS Task Order 19-14, WRRF Main PS & UV Generators Renovations –
Maintenance staff, with advice from the manufacturer, determined that the WRRF’s Main pump
station and UV disinfection system generators need to be renovated. The project also requires the
replacement of 7 Automatic Transfer Switches. John Bouchard & Sons will be tasked with performing this
work.
Staff recommended the Board recommend to City Council approving Task Order 19-14 in the total
amount of $350,204; $301,436 for Thompson Power and $48,768 for John Bouchard & Sons Co.
The generators at the Main pump station and UV disinfection system were installed at the Water
Resource Recovery Facility in 1998 and 1999 respectively. They are required to ensure that the treatment
process continues uninterrupted when normal electrical power is lost.
New Original Equipment Manufacturer (OEM) parts are only available from a single source,
Caterpillar. Their authorized dealer for this area is Thompson Machinery Co./Thompson Power.
The renovation of the generators was budgeted in the Department’s rate funded capital account in
the total amount of $500,000; $275,000 for the Main pump station and $225,000 for the UV disinfection
system.
H. Consider Server Backup Support Purchase –
Barracuda Backup System support will end January 13, 2020. MWRD currently uses a Barracuda
Appliance with cloud storage to create backup copies of department servers and files. The Barracuda
System was purchased in January 2015. The support is due annually and includes software updates,
replacement of any failed components and the cloud storage. The system is functioning as intended and is
a valuable asset to the Department for the assurance that it provides.
The pricing is available from a Tennessee NVP Software Contract through CDW-G. Cost for 1-
year renewal is $19,549.68. Funding for the support would come from prepaid maintenance accounts.
Staff recommended the Board recommend to City Council approving the purchase of 1-year of
Barracuda support.
I. Consider Engineering Services Proposal from SEC for Salem Hwy, Phase 3 –
The Tennessee Department of Transportation (TDOT) is in the design and land acquisition phase
for Salem Highway Widening Phase 3. This project extends from Cason Lane to just west of Veterans
Blvd. Along this route, the widening of the highway will take the septic fields for three of the properties.
There is a convenience store on the corner of Salem Hwy and Armstrong Valley Road and a home and
church just to the west of Veterans. Because of this, TDOT has asked the Department to design sewer main
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extensions to serve these three properties, so TDOT doesn’t have to purchase the properties and relocate
them.
TDOT has agreed to pay for the costs associated with the engineering and the sewer main
extensions to these properties; however, per TDOT’s regulations, they are unable to purchase the permanent
sewer and temporary construction easements necessary for the extensions. Contractual agreements with
TDOT will be forthcoming.
Typically, the Department would request proposals from the design engineer for the roadway
project, to give a proposal for the design of the sewer main extensions. However, in this case TDOT is
designing this section of roadway improvements inhouse. SEC has worked with the Rucker Donnell
Foundation which owns three of the seven properties in which the Department/TDOT needs easement and
felt they would be a good match for the design of the sewer and easement descriptions. The Department
has a Master Services Agreement (MSA) with SEC, Inc. dated July 29, 2009, therefore staff has requested
a Task Order from SEC, Inc. for this design work.
Staff recommended that the Board recommend to the City Council approval of the work described
in Task Order No. 9 through the MSA.
Funding for this design is requested to come from Working Capital Reserves in an amount not to
exceed $17,100.
J. Consider Bids for Southwest Interceptor Bypass Pumping –
MWRD has completed two emergency repairs on the Hobas pipe along the Southwest interceptor.
To gain a better understanding of the condition of the pipe, the Department contracted a CCTV company
to provide an accurate survey so staff can determine if any repair or replacement is needed. The survey
was completed this past October; however, a 1,500-foot section of the 36” pipe located upstream and
through the 72” tunnel located under Highway 99 was unreachable due to a possible problem with the pipe
deflection in the tunnel. O&M’s CCTV crew conducted a search from the downstream side but were
unsuccessful due to high flow. It will be necessary to set up a bypass line to divert flows from the blockage
area to gain a thorough assessment.
Bids were solicited from three bypass pumping companies to provide bypass pumping services for
approximately a two-week period. Quotes were obtained from Xylem, Nashville Pump and Power, and
United Rentals, and Xylem provided the lowest bid. The total estimate to complete this project is
$24,869.06 with funding recommended to come from the Department’s working capital reserves.
Company Totals
Xylem $24,869.06
Nashville Pump & Power $33,522.00
United Rentals $35,441.21
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Staff recommended the Board approve the rental, setup, and tear down of a bypass pumping system
consisting of 2-12” pumps and approximately 1600’ of HDPE piping for approximately a two-week period.
A motion was made by Brian Kidd to accept the Consent Agenda as presented and it was seconded
by Ron Crabtree. The Board voted unanimously to approve.
The October 22, 2019 Board Minutes were unanimously accepted as presented.
The Board considered ADS temporary flow monitoring and monitor upgrades.
Currently, the Department is contracted with ADS, LLC to operate and maintain the Department’s
19 permanent flow monitors and 7 rain gauges, to analyze data recorded from these monitors and to report
on this data annually. We are in year one of this contract.
Each year staff, after review of the annual report, requests ADS to perform temporary flow
monitoring of one basin in the system which is typically one of the top 5 worst basins. This year staff
would like to study/monitor basin 3, with the addition of basins 11A & 13. ADS would install 6 monitors
in MF03, 9 monitors in MF11A, and 3 monitors in an unmonitored area staff named MF13 North. The
total for the temporary flow monitoring for a 60-day period is $117,703.80.
Basin MF03 was ranked 5th of the worst basins and hasn’t had temporary flow monitoring
performed since 2005, MF11A was ranked 3rd of the worst basins and even though temporary monitoring
was performed in 2012, staff has received numerous requests for high density developments and would like
to get a better handle on the remaining capacity in this area. Staff has performed wet weather CCTV and
inspections in the unmonitored area and although we don’t feel a need to install a permanent meter at this
time, these three temporary monitors will help narrow down the area that is allowing the infiltration and
inflow into the system.
In addition to the temporary monitoring, staff requested approval for the upgrade of four existing
monitors. Flow monitors MF01-04 are FlowShark Triton monitors and are being phased out. ADS ended
the sale of these monitors in 2017. ADS has given staff a price to upgrade to the Triton+ model in the
amount of $7,749 total for all four.
Staff recommended that the Board recommend to the City Council approval of the temporary flow
monitoring and the upgrade to the existing monitors in the amount of $125,452.80. A portion of this amount
will be from the FY20 budget and the remainder of $69,000 from working capital reserves.
Kirt Wade made a motion to approve. Brian Kidd seconded. The motion unanimously passed.
The Board considered SSR Task Order 1941018.0, Overall Creek Pump Station & Force Main
Expansion.
In December 2018, staff identified the need to upgrade the Overall Creek pumping station and
highlighted that need in the Department’s 2019-2023 capital improvements plan as an $8.85 million-dollar
potential expenditure from the Department’s working capital reserves.
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The Board approved at the March 2019 meeting a task order for Smith Seckman and Reid (SSR)
to study the sewer inflows into the station and any hydraulic upgrades that the pumps and associated force
mains may need based on the analysis.
At last month’s Board meeting SSR had prepared a memo that refined the itemized costs associated
with this upgrade estimated at $12,671,000. The revised estimate with the proposed engineering task order
is $12,395,070.
The Water Resources Department Capital Improvements Plan (CIP) has been updated to reflect
these new values, and recommended the Board recommend to City Council to approve SSR’s engineering
task order 1941018.0 in the amount of $864,070.
Brian Kidd made a motion to approve. Kirt Wade seconded. The motion unanimously passed.
The Board considered bids for a sewer bypass pump for O&M.
MWRD requested sealed bids to purchase a sewer bypass pump to be utilized by the Sewer
Rehabilitation Division. The results are listed in the table below.
Company Unit Price
CDPW, Inc $34,306.00
United Rentals (#1) $37,301.85
Thompson Pump $37,420.00
Nashville Pump & Power $42,238.00
Xylem $49,324.00
Southern Sales $55,320.00
United Rentals (#2) $63,102.43
Staff recommended the Board recommend the City Council to approve the purchase of the 6” Sewer
Bypass Pump from United Rentals (#1) in the amount of $37,301.85. This company provided the lowest
bid and met the requirement of having a service facility within 100 miles with fully stocked parts.
Brian Kidd made a motion to approve. Dr. Carter seconded. The motion unanimously passed.
The Board considered Mill Street, Tiger Hill, and Halls Hill Storage Tank bid rejection.
Invitations to Bid the Mill Street, Tiger Hill and Halls Hill Storage Tank Repair and Repainting
project were advertised and released for bid on October 8, 2019. There were six plan holders, however,
only four bids were submitted. The bid tabulation is below.
Bidder Bid Amount
1. Maguire Iron, Inc. $2,345,965
2. Preferred Sandblasting and Painting, LLC $2,888,840
3. Tank Pro, Inc. $3,040,970
4. Classic Protective Coatings, Inc. $3,474,450
After evaluations of the submitted bids, the low bidder is Maguire Iron, Inc. Unfortunately,
Maguire Iron’s bid cannot be accepted due to their Tennessee Contractor’s License monetary limit being
$1,500,000 and less than the contract amount. The second low bidder, Preferred Sandblasting and Painting
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also had a major error with their unit price bid item. Given this information, it is in the best interest of the
City to reject all bids and re-bid the project on January 7, 2020.
Staff recommended the Board recommend to the City Council rejecting all bids for the Mill Street,
Tiger Hill and Halls Hill Storage Tank Repair and Repainting project.
Ron Crabtree made a motion to approve. Kirt Wade seconded. The motion unanimously passed.
The Board considered Thompson Lane Pump Station #10 and Fogle property land swap.
SEC has submitted a request for the Department/City to swap a portion of the pump station
property, south of the station, for wider access into the Fogle property, in exchange for the same amount of
property, to the rear (west), of the pump station. The owner of the property behind the pump station wishes
to develop the property into 6 single family lots, however, the access into the property is not wide enough
to meet the City’s roadway width requirements. This swap will allow the width necessary for the
subdivision entrance.
Currently, the Department’s Maintenance Technicians enter the pump station from an access drive
along Thompson Lane in front of the station, however, per the plans for the future widening of Thompson
Lane, this access may not continue to be a viable option. The Tennessee Department of Transportation
(TDOT) has plans for a turning lane into the Thompson Square Subdivision which will reduce the existing
station access drive from ~31.5 feet to 15 feet long. This is not long enough for a truck to safely pull off
the roadway and open the gate to the station. The property the City will receive on the rear (west) side of
the station will allow for a new safer access for the Department. This additional property will also allow
working room around the station at such time in the future the station needs replacing.
Both parties are in in favor of the swap. Staff will request the developer to install the PS driveway
apron along the new roadway, fencing similar to the existing type fence around the new property line and
install landscaping as a barrier to the station with the development of the subdivision roadway.
Staff has worked with the Legal Department regarding this swap and will continue to do so. The
City may also ask for additional property along the rear of the subdivision that backs up to what is known
as Hooper’s Bottom.
Staff recommended that the Board recommend to the Planning Commission and City Council
approval of the even land swap around the pump station in the amount of 1906 sf.
Dr. Carter made a motion to approve. Brian Kidd seconded. The motion unanimously passed.
Staff provided the Board a PowerPoint presentation reviewing the Working Capital Reserve
Account in conjunction with FY2020-2024 Capital Improvements Plan (CIP).
The Murfreesboro Water Resources Department (MWRD) staff has drafted an updated 5-Year
Capital Improvements Plan (CIP) from Fiscal Year (FY) 2020 through 2024. The primary focus of this
preliminary draft is the capital improvements projected to be funded by working capital reserves. After
receiving the FY18-19 draft estimate of the Department’s working capital reserve amount of $82,474,171
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provided by Jobe Hastings, PLLC (JH), staff has been able to “reset” the amount of available funds in the
Department’s working capital reserve account and therefore provide a more updated accurate reflection of
the Department’s reserve balance.
The FY20-24 Capital Improvements Plan highlights three (3) major project classifications:
1. Projects funded through Debt Service
2. Projects/Purchases funded through Rates
3. Projects/Purchases funded through Working Capital Reserves
The largest components of the FY20-24 CIP are those projects funded through working capital
reserves. They are sub-classified as the following:
1. Water and Sewer Capital Improvement Projects
2. Transportation (Water/Sewer Improvements)
3. Sewer Rehabilitation
4. Information Technology Projects
Based on the available cash (designated and undesignated) minus the outstanding committed
projects and sanctioned/pending projects, approximately $48.4M of unassigned cash in reserves is
determined available as of November 2019 (2nd quarter of FY20). When applying this to the FY20-24 CIP,
and assuming projected additional FY20 reserve fund revenue and expenditures a working capital account
balance of available funds is estimated as $58.9M at FY20 year-end. Subsequent year-end available reserve
balances have been estimated over the 5-year CIP horizon.
When plotting that balance against the Department’s 12 months operating expenses (i.e., the
minimum allowable working capital reserve fund balance), current planned expenditures never go below
the secured level but get close in FY23. Operational expenses are assumed to increase at 2% annually over
the 5-yr CIP. The 12 months’ worth of O&M expense is considered a secured minimum balance for the
working capital reserve account as approved at the December 17, 2013 Water and Sewer Board meeting
through the adoption of the Water and Sewer Enterprise Fund Financial Management Policies. The City
Council also approved these policies at their January 9, 2014 meeting.
No debt funding has been programmed into the proposed 5-yr CIP. All projects as currently
budgeted could potentially be funded with working capital reserve cash. Funding all major capital projects
with cash is not required; several would qualify for State Revolving Fund (SRF) loans. The increase in
capital improvement projects jumped from $88.49M to $98.87M, or $10,385,000. Increasing the budget
for the Overall Creek Pumping Station from $8,850,000 to $12,300,000 along with the addition of the
biosolids polymer system replacement for $1,450,000, the addition of High Service pump station and
membrane feed pump improvements for $2,500,000, the addition of Joe B Jackson Sewer for $800,000,
and the increase of $1,175,000 on the Cherry Lane Repurified watermain extension were the primary
reasons for the increase.
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As is customary in presenting the 5-year Capital Improvements Plan, all debt funded and reserve
funded projects are qualified insofar as they must come back before the Board for consideration and
recommendation to City Council before expending any funds on them. The CIP is meant to chart out a
road-map for the Board to see the Department’s priority projects and provides a pro forma for anticipated
capital costs.
Staff updated the Board on the biosolids polymer system replacement.
Currently, MWRD has two existing dry polymer feed systems originally built in 2001 and 2008,
respectively. Due to the age of the existing polymer systems, staff is concerned with the capacity and
overall reliability of the systems. Additionally, the current feed system is not configurated optimally to
most effectively dewater the biosolids. This is because the polymer system was built in two phases
coinciding with the installation of the pre-existing rotary presses.
The polymer system upgrades will address these issues by designing an upgraded system, sized for
future solids production loadings with 100-percent redundancy. Equipment planned includes the following:
• 2 sets of mixing/aging tanks, each sized for all 8 rotary presses
• 2 disperser/mixers (feeders), each sized for all 8 rotary presses
• 2 bag unloaders, each sized for all 8 rotary presses
• 10 polymer feed pumps (8 duty and 2 spare)
The new dry polymer system equipment will be procured and installed by John Bouchard & Sons
(JBS) along with the installation of ancillary equipment necessary for a complete upgrade via the City
Master Services Agreement with JBS. The SCADA integration and integration of local controls and field
instrumentation will be performed by MR Systems and contracted directly with MWRD via the City Master
Services Agreement.
No formal recommendation was submitted, but staff wanted to update the Board on the costs prior
to bringing a task order from SSR for designing the necessary upgrades. The upgraded costs of $1,436,000
have been incorporated into the Department’s 5-yr CIP. The increase in costs does not cause the
Department to violate any of our working capital reserve financial policies based on our 5-yr pro forma.
Staff updated the Board on SRWTP High Service Pump Station & Membrane Feed Pump
Improvements re-budget.
The High Service Pump Station and Membrane Feed Pump Station have been budgeted for
replacement in the Department’s FY19-FY22 rate funded capital expenditure budget. The items included:
• High Service Pump Check Valves $165,000
• VFD High Service Pump Station $600,000
• PLC Upgrade High Service Pump Station $150,000
• Add #4 High Service Pump $680,000
TOTAL BUDGETED COSTS $1,595,000
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Recent issues with a high service pump variable frequency drives (VFDs) instigated staff to review
the plan in place and reprioritize the proposed multi-year improvements into a more immediate project to
properly address redundancy and capacity.
As is customary, when projects are reprioritized or new costs are identified as necessary for a
project, staff wants to inform the Board of the re-budgeted costs and factor these costs into the working
capital reserve bucket versus the rate funded capital bucket. Additional costs include:
• Re-budget High Service PS Improvements $-(69,000)
• Membrane Feed Pump Improvements $490,000
• Contingency $404,000
• Engineering & Construction Admin $141,000
TOTAL ADDED COSTS $966,000
TOTAL RE-BUDGETED PROJECT COSTS is $2,561,000.
In late October one of the VFDs, controlling the high service pump, malfunctioned and is no longer
operable. Staff contacted SSR to discuss the possibility of a different direction with the improvements.
From discussion it was determined that all the work, originally scheduled at different times, needed to be
completed in one project.
Considering the 12-15-week delivery plus installation for replacing the VFD that failed in October,
it could be catastrophic for operations. To provide more capacity and additional redundancy, a fourth high
service pump is being proposed to be added to the facility now instead of FY22. With the replacement and
addition of the high service pump VFDs, it was proposed to go ahead and replace the GAC backwash pump
VFD which is also located in the high service pump station. This replacement would complete the electrical
rehabilitation portion of the high service pump station.
Because of operation and maintenance difficulties associated with the existing check valves on the
high service pumps and backwash pump, the check valves will be replaced. The capacity of the existing
surge relief valve will also be evaluated. The valve will be replaced if the analysis deems it is undersized
following the installation of the fourth high service pump.
The existing programmable logic controllers (PLCs) are due for replacement. To complete the
instrumentation and control rehabilitation of the high service pump station, the PLC for the high service
pump station with be replaced by MR Systems. Pump pressure monitoring will also be added to the high
service pumps for future integration with a future pump monitoring system.
All four membrane feed pump VFDs will be replaced. These VFDs were installed in 2008 and are
critical infrastructure to the treatment plant and are approaching the end of their useful life. Pressure
monitoring instrumentation will also be added to the membrane feed pump station to be used with a future
pump monitoring system.
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The total estimate for the entire project is estimated at $2,561,000 funding requested as coming
from working capital reserves with an accompanying refunding component coming from rate funded capital
in the amount of $1,000,000 in FY21.
Staff presented and discussed the Water Resources Dashboard Performance for October /
November 2019.
Staff presented the Financial Reports for the year ending October 31, 2019.
Staff reminded the Board that the Department Christmas lunch will be held on Thursday, December
12 at the Operations and Maintenance building.
th
There being no further business, the meeting was adjourned.
John Sant Amour, Chairman
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