1.0 EXECUTIVE SUMMARY
The raw water supply for the City
of Mt. Pleasant (City) is characterized by high
hardness, high iron and manganese, and high total
dissolved solids. In December 1995, the new City of
Mt. Pleasant Water Treatment Facility, a lime
softening plant, went into service. Prior to this,
most City water customers utilized in-home softening
units to treat their water. The new treatment plant
utilizes lime, caustic soda, and other chemicals to
treat the water to remove the iron and manganese,
and reduce the hardness and total dissolved solids.
The new plant now delivers water to City customers
that has low hardness, very low iron and manganese
concentrations, and lower total dissolved solids.
Even though the water quality is
greatly improved since the new treatment has been
online, the City has continued to receive some water
quality complaints. The complaints typically involve
rusty colored water or premature hot water heater
failure. This engineering investigation was
authorized by the City to evaluate the water
chemistry, determine the cause of the water quality
complaints, and recommend operational changes or
other methods to improve water quality. During this
investigation, we evaluated water treatment plant
operating data, reviewed customer complaint records,
and compiled and evaluated lead and copper sampling
data and Michigan Department of Environmental
Quality (MDEQ) routine monitoring results. In
addition, a sampling program was developed and
samples at various locations throughout the water
supply and distribution system were collected and
analyzed. The data from the water samples were
utilized to characterize the water chemistry and to
calculate the calcium carbonate stability index.
This index is widely used in the water industry to
predict whether a particular water will be
aggressive (corrosive) or stable (scale-forming). A
negative calcium carbonate stability index indicates
a water that will usually tend to be aggressive,
while a positive calcium carbonate stability index
indicates a water that will tend to be stable. This
is not an exact indicator; however, it is a
technique that is widely used for this type of
evaluation.
Based on the work completed for
this investigation, the water quality produced by
the City's water treatment facility appears to be
excellent. Water in conformance with all public
health regulations, with low hardness, and with
negligible iron and manganese concentrations is
delivered to City customers. The calcium carbonate
stability index of the finished water leaving the
plant, and of the finished water samples collected
in the distribution system was positive, in the
range of +0.8 to +0.9. This would indicate that the
water produced by the treatment facility is not
aggressive or corrosive, but rather will tend to be
stable or scale-forming. This conclusion is
supported by the lead and copper sampling results
which show a significant reduction in copper
concentrations since 1995, when the new treatment
facility went online.
A significant number of City
customers continue to use their in-home softening
units, despite the fact that the new treatment plant
is producing good quality water with low hardness.
The finished water hardness was 104 milligrams per
liter (mg/L) as CaCO3 on the day that the
samples for this study were collected. In
comparison, water from Lake Michigan or Lake Huron,
which supplies many water customers in the State of
Michigan, has a hardness of 130 to 140 mg/L as CaCO3.
The water quality complaint file contained nine
complaint logs, all involving colored water or hot
water heater replacement. All nine of these were
from customers using in-home softening units. The
in-home softening units reduce the calcium
concentration, essentially to zero, by replacing it
with sodium. Our evaluation determined that the
in-home softening units would change the calcium
carbonate stability index from approximately +0.9 to
-0.97 or lower. Based on this analysis, the water
treated by an in-home softening device would be
expected to be more corrosive than the water
produced by the treatment plant. To improve water
quality and reduce the possibility of corrosion, it
is recommended that all City customers discontinue
the use of any in-home softening units. Other
recommendations include the possible adjustment of
some chemical feed doses in the treatment plant, and
expanding the complaint log forms to include more
information to assist in evaluating future
complaints.
2.0 INTRODUCTION
The water supply for the City
of Mt. Pleasant consists of eight wells completed in
the glacial drift aquifer and one Ranny Collector.
The raw water supply is characterized by high
hardness, high total dissolved solids, and
relatively high iron and manganese concentrations.
Prior to 1995, the water was pumped directly to city
customers without treatment for hardness reduction
or iron removal. Because of the poor water quality,
most city water customers utilized ion exchange
softeners in their homes or businesses to reduce the
hardness and iron concentrations.
In the mid-1990s a new water
treatment plant was designed and constructed, and in
December 1995 the new water treatment facility was
placed in operation. The water treatment facility is
a softening plant with a design capacity of 8
million gallons per day (mgd). It was designed to
reduce the hardness level from greater than 400 mg/L
as CaCO3 to approximately 110 mg/L as
CaCO3. The water treatment plant includes
an aerator, solids-contact clarifiers, a
recarbonation system, dual-media filters, and
various chemical feed systems. The raw water is
pumped to the treatment plant from several remote
well fields. The first treatment step is aeration.
The water is pumped to the top of the aerator, and
then cascades downward over a series of trays. Air
flows upward counter-current to the water, removing
carbon dioxide and hydrogen sulfide, and oxidizing
iron. From the aerator the water flows to two solids
contact clarifiers. Lime and sodium hydroxide are
added to raise the pH to 11.0 or higher. calcium
carbonate and magnesium hydroxide precipitates
develop and form a sludge blanket in the clarifier.
As these precipitates grow in size, they eventually
settle, collecting in the bottom of the clarifier
from which they are periodically removed. A
coagulant, ferric chloride, and a polymer are added
to aid the settling process. Following the solids
contact clarifiers, the water flows to recarbonation
tanks where carbon dioxide is added to reduce the pH
to a level of 9.0 to 9.2. After recarbonation, the
water flows to eight dual-media filter cells to
remove any remaining particulate material.
Polyphosphate is added at this step to inhibit
calcium carbonate formation in the filter media.
Fluoride is added to improve dental health and
sodium hypochlorite is used as a disinfectant. At
the end of the treatment process, the finished water
flows to the ground level storage and high service
pumping facility which is located at a site remote
from the treatment plant. The treatment process
significantly improves the water quality by reducing
the hardness, iron, manganese, and total dissolved
solids.
Since the water treatment plant
was started up in December 1995, it has consistently
produced a high quality finished water, always in
conformance with drinking water standards
established by the Michigan Safe Drinking Water Act.
In the fall of 1999, the City of
Mt. Pleasant authorized Fishbeck, Thompson, Carr &
Huber, Inc. (FTC&H) to conduct this water chemistry
evaluation. The objective of this investigation is
to review the treatment plant operating data,
evaluate the finished water quality, and recommend
any treatment modifications which may improve water
quality and reduce the frequency of hot water heater
failures or red water complaints. To achieve this
objective, treatment plant operating data were
reviewed in detail and additional samples were
collected and analyzed from various locations
throughout the distribution system. In addition, a
computer spreadsheet was developed to allow the City
to review and analyze water quality data and to
estimate the stability of the water.