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Oa* TSG
MAKING EVERY DROP COUNT
Little St. James
SWRO Plant Assessment and Operation and
Maintenance Proposal
Prepared for:
Little St. James
Prepared by:
Mark Banzin, Deputy Director of Operations
TSG Technologies
2401 NE 18th Terrace, Suite B
Gainesville, FL 32609
June 29, 2017
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Table of Contents
Little St. James
1
SWRO Plant Assessment and Operation and Maintenance Proposal
1
Table of Contents
2
Introduction
3
Plant Observations and Recommendations
3
Intake Structure
3
Intake Pumps
4
Pre-Filtration
S
Energy Recovery Pressure Exchangers and Boost Pump
6
High Pressure Pump and Motor
7
Membranes and Vessels
8
Post Treatment System
9
Electrical, Instrumentation and Controls
9
Summary
12
Operation and Maintenance
13
Full Responsibility
13
Weekly Professional Services
14
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Introduction
On June 20, 2017, TSG conducted an assessment of the present condition of the 90,000 gallon per day
(gpd) SWRO plant on Little St. James. This plant was designed and installed by TSG in February 2011 and
has been operated by Owner's staff since that time. Previously, a 25,000 gpd plant was installed by TSG
in 2007. The intake screen structure and piping were installed as a part of that original project to
accommodate the needs of the larger future plant.
The following report outlines the observations and recommendations of each subsystem of the SWRO
plant. We have included two options for operations and maintenance services toward the goal of
ensuring reliable, cost-effective service provided by TSG.
Plant Observations and Recommendations
Intake Structure
Observations
The 8-inch diameter intake screen and check valve are located at the seaward end of the property's
dock in about 10 feet of water. It is reported that the intake screen contains an abundance of marine
growth. The excessive marine growth causes an increase in the suction pressure of the intake pumps,
which in turn can create maintenance issues with the pump seals and makes it more difficult for the
pumps to hold prime during shutdown.
Recommendations
•
A new intake screen should be procured and installed.
•
The old screen should be removed and cleaned with acid to remove imbedded marine growth.
The old screen can then be stored and rotated into service as the new screen becomes fouled.
This will allow a clean screen to be rotated into service quickly, with minimal disruptions to
water production.
•
The existing 8-inch check valve also needs to be cleaned with acid and reinstalled. Intake Pumps
and Priming System
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Intake Pumps
Observations
Figure 1: Intake Pumps
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As noted previously, this system was originally installed in 2007 and expanded in 2011 for the larger
plant. The expansion consisted of installing new intake pumps, additional basket strainers, a new control
panel, and repairs to the priming system. The priming system is vital to insuring that the intake pumps
start without cavitation, which causes damage to the impellers.
During our visit, it was noted that only two of the four intake pumps were operational, intake pumps A
and D. Intake pump B had a cracked basket strainer lid, and intake C pump had a cracked flange on the
suction side of the pump. Both of these pumps were started in hand and worked. The priming system
was also started in hand and worked. The staff reported that the priming pump is not used in normal
operation because it takes too long to prime the system and they opt to flood the system with a garden
hose. The intake control panel appears to be in good condition.
Recommendations
•
Replace Pump B basket strainer lid.
•
Repair Pump C suction header and cracked flange.
•
Provide shelf spare of priming pump and mechanical seals for intake pumps.
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Pre-Filtration
Observations
Figure 2: Media Filters
The plant's pre-filtration system consists of three 48-inch diameter mixed media filter vessels that
provide removal of fine particulates from the raw seawater. These filters must be monitored and
backwashed manually on a regular basis — at least weekly, if the plant sees regular use. At the time of
our visit, this system appeared to be well maintained and clean.
The cartridge filtration consists of one vertical vessel with twelve 40-inch long cartridge elements that
further filter the raw seawater to 5 micron purity. This system appeared to be clean and well
maintained. A new Eden Excel cartridge filter housing was on site but not installed. The staff reported
that it was a replacement filter housing for the one installed since the installed filter has developed leaks
in the past. During our visit no indications of leaking was observed on the filter housing.
Recommendations
•
The media filters should be backwashed on a regular basis, once a week. This will eliminate any
channeling that may occur in the filter bed.
•
The cartridge filters should be changed approximately every two to four weeks or when delta
pressure across them exceeds 5-8 psi.
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Energy Recovery Pressure Exchangers and Boost Pump
Figure 3: Pressure Exchanger
Figure 4: Boost Pump
Observations
Page 6 of 14
The energy recovery system allows the pressure energy from the reject brine to be transferred directly
to a portion of the incoming raw seawater. This allows the unit to utilize a smaller high pressure pump
and therefore use less energy. This system's high and low pressure flows need to be carefully balanced
for correct operation of the pressure exchangers. The pressure exchangers depend on a continuous
supply of water for lubrication. The grove fitting on the low pressure discharge of Pressure Exchanger A
appeared to be leaking. The Boost Pump mechanical seal showed signs of salt build up indicating need
of replacement. Failure of this system will result in the plant not operating.
Recommendations
•
Repair leaking PX.
•
Replace the mechanical seal on the boost pump.
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High Pressure Pump and Motor
Observations
Page 7 of 14
The high pressure pump is the "heart" of any RO plant as it raises the seawater feed pressure to
approximately 850 psi to allow membrane separation to occur and convert seawater to fresh water.
The system consists of a Wheatley 110Q-3L oil-filled positive displacement pump, driven by a 75 hp high
efficiency motor.
A new high pressure pump was procured by LSJ and recently installed by TSG. The pump procured was
not a direct replacement of the originally installed pump and the following issues should be noted.
•
The new pump material is Nickel Aluminum Bronze (NAB) vs the original Duplex Stainless Steel.
In our experience NAB pumps hove a lower life cycle than Duplex 55. For this reason we
exclusively specify stainless steel pumps in our designs.
•
The Gland Nuts, Throat Bushing, and Pockings are also constructed of other than Stainless Steel
and will degrade at on accelerated rate, potentially creating problematic maintenance and pump
integrity issues.
•
The replacement pump was of right hand drive orientation whereas the installed unit was of left
hand drive. The new pump required significant field modification prior to installation because of
the improper drive orientation. This entailed the entire disassembly of the power end, flipping
the crankshaft 180 degrees, and the reassembly of the pump to precise tolerances prior to
attempting the change out.
•
During our plant evaluation it was further discovered that the plungers that were installed on the
newly procured pump were of incorrect size, 2 7/8 inch. The pump original specification called
for 2 % inch plungers. The larger plungers caused too much water to be produced which in turn
over fluxed the membranes. The plungers from the old pump were removed, cleaned and
installed into the new pump along with on the shelf spore packing assemblies.
Recommendations
•
Obtain a charging kit and nitrogen bottle for the Flow Guard high pressure discharge
accumulator and maintain its pressure at 650 psi.
•
Purchase and maintain critical spares for the HP pump.
o Plungers
o Packings
o Oil Seals
o Valves
o Drive Belt
o Accumulator Bladder
•
Clean out salt buildup in pump gallery daily.
•
Change oil quarterly and clean out oil/water separator as needed.
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Membranes and Vessels
Figure 5: Vessel Auto-Shims
Figure 6: High Pressure Couplings
Observations
Page 8 of 14
It was reported that the lead membranes were replaced earlier this year. The current water quality
coming off the R0 unit is acceptable. The analytical instruments need to be calibrated. There was a
significant difference in the displayed conductivity values on both the HMI and controller versus a hand
held grab sample.
The installed auto shims are no longer supported by the vessel manufacturer ProTec. The manufacturer
highly recommends that these be replaced with "dummy" product ports. The auto shims could increase
the salt passage due to corrosion and faulty seals resulting in diminished water quality.
The high pressure Victaulic couplers and hardware show signs of extensive corrosion. A failure can
result in complete failure which can present a severe safety issue.
Recommendations
•
Conduct regular membrane profiling and probing to detect future problems.
•
Replace auto shims with dummy product ports.
•
Replace corroded Victaulic style couplers and hardware.
•
Clean membranes as needed using in place cleaning system.
•
Calibrate analytical instruments.
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Post Treatment System
Observations
Page 9 of 14
The RO permeate without post treatment is highly aggressive to plumbing systems and hot water
heaters. TSG installed a post treatment system that consists of a single 48-inch diameter calcium
carbonate reactor and chemical injection pumps that provide hardness and alkalinity to the permeate to
reduce the corrosive nature of RO water. Chlorine is also injected to provide a disinfectant. These
systems were found to be acceptable but daily testing using handheld instruments and test kits are
needed to establish that correct dosages are applied and that the finished water is acceptable.
Recommendations
•
Calibrate analytical instruments.
•
Maintain critical spares for injection pumps, rebuild kits, foot valves, and injectors
Electrical, Instrumentation and Controls
Figure 7: Control Panel
Figure 8: Surge Suppressor
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Figure 9: Power Panel
Observations
Page 10 of 14
Figure 10: Terminal BLocks
There is evidence of salt water intrusion in both the main power panel and the main control panel as
shown in Figures 7 through 10. Although it appears the system is operating correctly long term issues
most certainly will arise. Corrosion and salt residue will wick into the individual conductors which will
result in electrical issues and plant failure.
Recommendations
•
Clean as much salt residue and corrosion as possible with contact cleaner
•
Replace Sola Surge Suppressor immediately and closely monitor other components for possible
failure.
•
Maintain critical spares of individual components.
•
Install a Tosibox system which will allow for remote monitoring of the plant and provide a
gateway if any programming changes need to be made by offsite programmers.
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Figure 11: HP Tubing Connector
Observations
Page 11 of 14
Figure 12: Pressure Transmitter
It is imperative that accurate flow and pressure information is monitored, analyzed, and recorded daily.
This is the primary indication of the overall operation of the plant. All of the analytical pressure
transmitters and gauges were displaying faulty readings and the tubing connectors all showed signs of
degradation, corrosion, and leaks. This is causing the displayed values on both the dial gauges and
touchscreen to be inaccurate.
The local display on the flowmeters corresponded to those on the touchscreen with the exception of the
boost pump flowmeter which displayed a 5 gallon per minute disparity. This disparity can be attributed
to the meter's scaling and settings.
The conductivity indications on the controllers and HMI did not correspond and were totally different
than when tested against a handheld conductivity meter. There was no conductivity calibration solution
to test the accuracy of the handheld meter.
Recommendations
•
Replace all high and low pressure connectors and tubing.
•
Adjust flowmeter settings to bring both the local and remote displays closer together
•
Calibrate all analytical instrumentation with the proper calibration standards
•
Verify scaling of all instruments on touchscreen
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Summary
The Little St. James SWRO Plant is now approaching six years old. It is evident that the plant is kept in a
clean and orderly state however the items discussed here are of critical nature and can potentially result
in catastrophic failure causing significant down time, poor plant performance and water quality issues.
The high pressure couplers and high pressure tubing connectors are a major safety concern and should
be addressed immediately.
Many of these reported items are easily overlooked by untrained operators who have the best
intentions but lack the training, experience and resources.
Additionally, having expert knowledge of the system and its operation would alleviate issues such as the
procurement of the improper high pressure pump, which in the long run resulted in a much higher cost
and shorter life cycle.
LSJ has made a significant investment in their reverse osmosis system. To protect this investment and
ensure the longest life cycle and long term performance, we highly recommend that the plant be
operated and maintained on a regular basis by RO water treatment professionals that have the training
and experience to address the issues that may not be observed by an untrained eye.
The subsequent sections outline the two service options that we have tailored specifically for Little St.
James.
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Operation and Maintenance
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Full Responsibility
TSG proposes to accept full responsibility for the operation and maintenance of the plant for the long
term, including all consumables, replacements and repairs, with the exception of the replacement costs
of the control panels and/or components and membranes.
TSG has a stringent routine and preventive maintenance schedule that ensures reliability and extends
the service life of equipment. We guaranty a 90% water production factor for desalination plants. We
also guarantee water quality during the term of the agreement.
TSG's contracts typically provide for a monthly fixed fee and a production fee. The fixed fee is paid to
cover all TSG's fixed costs, such as labor, general and administrative expenses, insurance, tools, testing
equipment and vehicles. The production fee compensates TSG for those items whose costs vary with
the operation of the plant, primarily consumables and parts. Under this arrangement, TSG maintains on
site and at its cost a complement of spare parts that are necessary to keep the plants on line.
Component
Fixed Cost Water Variable Cost - $US/1,000 gal
Labor
$9,143
Consumables-Water Treatment
$1.36
Cartridge Filters
$0.06
Preventive Maintenance/Repair and Replacement
$1.23
General Expenses and Outside Support
$2,611
Totals
$11,754
$2.65
Unit cost at 90% on line factor- US$/1,000 gals
$7.42
NOTES
1.
Shipping for all parts, equipment, chemicals and consumables is FOB to a port of Owner's choice in FL
2.
RO membranes are not included.
3.
Underwater or underground piping is not included, includes I yearly intake screen cleaning.
4.
Costs do not include power.
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Weekly Professional Services
The services being proposed consist of TSG providing weekly professional services to supplement your
own operations staff. Since this is more of a supervisory and consulting role, the actual day to day
maintenance of the plant is done by the owners own staff.
The weekly assessment visits will consist of a one day visit on site to inspect and assess the plant's
operation and condition, review operating data as well as the status of the inventory. For this type of
service to be successful, it is imperative that the owner's staff perform the recommended maintenance
protocols prior to the next weekly visit.
TSG cannot be held responsible for maintenance items that were not performed. Since TSG has limited
control of the daily operation of the plant, these services do not include or guarantee any online factor,
water quality, parts, consumables, or additional labor required for maintenance.
Item
Description
Price (US$)
1
Weekly Professional Services
$5,200/month
If additional services are required, the prices for additional services requested by Owner will be as follows:
Item
Description
Price (US$)
1
Visits that are scheduled more than a week in advance
$1,500/day
2
Visits that are not scheduled or less than 48 hours' notice
$2,000/day
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| Filename | EFTA00621616.pdf |
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| Indexed | 2026-02-11T23:07:12.823531 |