I thought this was pretty interesting.  We drive on highways all the time.  Many are asphalt surfaces, but there are a lot of concrete roads (many with asphalt on top of them) that provide service today.  We also have a lot of utilities under these roads.  Concrete is a stronger surface, but also hides leaks and breaks, making the job harder to locate and fix repairs.  And it spalls in northern environments where salt is used on the roads.  Utility folks don’t think about roads a lot, but they are integral to our service.  1909 was the first…

April 20, 1909: The World’s First Mile of Concrete Highway


This is a very special blog – #300 on this site in the past 3+ years.  Time goes by so fast!

It is also a blog on the next phase of reuse – direct potable reuse – i.e, piping the wastewater to the water plant.  The concept of indirect potable reuse (IPR), the discussion the my last blog, is not as far fetched as one might think.  Rivers receive treated (we hope) waste from treatment plants, and untreated runoff from agriculture all the time.  The rivers partially treat this water and it becomes the input to downstream water plants.  So in essence we do indirect potable reuse all the time.

But connecting the pipe from the wastewater plant to the water plant, the process of reusing treated wastewater as drinking water without an environmental buffer, is relatively rare. There are two facilities in Texas that do this.  Wichita Falls Texas did it for a  period of time after their reservoir dropped below 2% of capacity, but they is filled a little after rainfall in September 2015, they took the system off-line.  The Colorado River Municipal Water District (CRMWD) has not.

CRMWD serves a total of 250,000 consumers in Odessa, Big Spring, Snyder, and Midland during the region’s worst drought in decades.  Back in 2002, they were looking for new water supplies in our area.  There was no place for surface reservoirs and most of the fresh ground water had already been developed (and as I blogged before – most of that is unsustainable groundwater withdrawals).  The high evapotranspiration limited IPR options.  Figure 1 shows how much that differential actually is:

Dry Texas

Figure 1  Maps courtesy of the Water Development Board’s State Water Plan

So by May 2013 the CRMWD had completed 2 MGD, $14 million DPR plant to convert wastewater to drinking water standards.  The process uses microfiltration, reverse osmosis (RO), and ultraviolet disinfection (UV), which is basically the same as the IPR project I was involved with.  The DPR water is mixed with raw water from the nearby reservoir.  DPR makes up 20% of the total.  The raw and DPR water are then treated again using conventional drinking water treatment techniques.

DPR

Figure 2 – the process  www.tceq.texas.gov

The technology is clearly available.  That leaves monitoring and public perception as keys.  Monitoring requires surrogates and redundancy – the multiple barrier approach.  Technology will create more monitoring tools, but what we need to monitor is somewhat understood.  CRMWD does this by going through a water plant after the wastewater plant – something that is likely going to be to procedure going forward as the processes are fundamentally different and remove different constituents.

Public perception is more of a challenge.  Overcoming the “yuck” factor took some ongoing customer interaction for CRMWD, but in west Texas, the need for water, and the limited availability of same, overwhelmed the perception, a situation that may not exist in most areas, but which will increase with time.  So the reality is that DPR is likely to received more interest, and less pushback in those dry, western areas with high population growth and limited supplies, as opposed to wet areas that appear to have more water, like Florida.  But expect to see more application of IPR and DPR.  Or maybe we should call both – potable reuse (PR)?

References

http://www.tceq.texas.gov/publications/pd/020/2013-NaturalOutlook/extended-drought-fosters-new-approaches

 


In the last blog I showed what reclaimed wastewater could do for an ecosystem.  Very cool.  But what about for drinking water.  I actually was involved in an indirect potable reuse project several years ago.  The concept was to take wastewater, filter it with sand filters, filter it with microfiltration, reverse osmosis and then hydrogen peroxide and ultraviolet light.  This is what they do in Orange County California when they recharge groundwater, and have been for over 30 years.  Epidemiological studies in the 1990s indicated no increased incidence of disease when that water was withdrawn from the aquifer, and then treated in a drinking water plant before distribution.  So our project was similar – recharge to the Biscayne aquifer in south Florida.   It worked for us.  Total phosphorous was below 10 ppb, TDS was less than 3 mg/L (<1 after RO), and we were able to show 3 log removal of endocrine disruption compounds an d pharmaceuticals.  It worked well.  This is a concept in practice in California.  And will be at some point in south Florida since only the Biscayne aquifer provides sustainable water supplies.  Here is what our system looked like.

IMG_3100

sand filters

IMG_3106

microfiltration

IMG_3085

Reverse osmosis

IMG_3152

ultraviolet/peroxide

This is also the same basic concept Big Springs Texas uses for their direct potable program, demonstrating that the technology is present to treat the water.  A means for continuous monitoring is lacking, but Orange County demonstrates that for indirect potable reuse projects, a well operated plant will not risk the public health.  This is how we do it safely.

 


We have a lot of conversations about the impact of people on the ecosystem, the cost to reuse wastewater, competing water demands, water limited areas etc.  All are valid issues to raise and since people control the outcomes in all of these situations, we need to be aware of consequences.  So while Florida is a leader is wastewater reuse for irrigation, it is kinda cool to see what happens when we think outside the box.  The Wakodahatchee wetland is a sewer treatment area created by Palm Beach County Utilities a number of years ago.  This is reclaimed quality water placed into an area specifically designed to allow for nutrient removal and aquifer recharge.  The County placed mosquitofish in the water to reduce mosquitos. Bluegills found there way.  So did the turtles and alligators.  But this is THE bird watching site in southern Palm Beach County.  And it is located between the wastewater plant and a neighborhood.  You can’t get parking easily.  This is an example where looking at the bigger picture seems to have a positive effect on the community and the ecosystem as well.  The birds don’t look unhappy.

I just finished a book on how to expand your blog.  Now realize that my goal here has never been to make money on my blog - instead the goal is to relay information, and create some  discussion.  The book says we should use  figures (yes) - and you see more), and that you should ask questions.  So my question is if I ask questions, will the 500+ people who read this blog, and who's time spent reading and commenting over the last 3 years is greatly appreciated by the way, respond?  Let see.... http://publicutilitymanagem.polldaddy.com/s/if-ask-questions-will-readers-respond  


Speaking of water supply problems, welcome to Flint, Michigan.  There have been a lot of coverage in the news about the troubles in Flint the last couple of months.  However if you read between the lines you see two issues – first this is not new – it is several years old, going back to when the City’s water plant came back on line in May 2014.  Second this was a political/financial issue not a public health issue.  In fact, the political/financial goals appear to have been so overwhelming, that the public health aspects were scarcely considered.  Let’s take a look at why.

Flint’s first water plant was constructed in 1917.  The source was the Flint River.  The second plant was constructed in 1952. Because of declining water quality in the Flint River, the city, in 1962, had plans to build a pipeline from Lake Huron to Flint, but a real estate scandal caused the city commission to abandon the pipeline project in 1964 and instead buy water from the City of Detroit (source:  Lake Huron).  Flint stopped treating its water in 1967, when a pipeline from Detroit was completed. The City was purchasing of almost 100 MGD.  Detroit declared bankruptcy.  The City of Flint was basically bankrupt.  Both had appointed receivers.  Both receivers were told to reduce costs (the finance/business decisions).  The City of Flint has purchased water for years from Detroit as opposed to using their Flint River water plant constructed in 1952.  The Flint WTP has been maintained as a backup to the DWSD system, operating approximately 20 days per year at 11 MGD.

The City of Flint joined the Karegnondi Water Authority (KWA) in 2010.  The KWA consists of a group of local communities that decided to support and fund construction of a raw water pipeline to Lake Huron. The KWA was to provide the City of Flint Water Treatment Plant with source water from Lake Huron. An engineer’s report noted that a Genesee County Drain Commissioner stated that one of the main reasons for pursuing the KWA supply was the reliability of the Detroit supply given the 2003 power blackout that left Flint without water for several days.  Another issue is that Flint no say in the rate increases issued to Flint by Detroit.  Detroit’s bankruptcy may also have been a factor given the likelihood of increased prices.  While discussion were ongoing for several years thereafter, the Detroit Free Press reported a 7-1 vote in favor of the KWA project by Flint’s elected officials in March, 2013.  The actual agreement date was April 2013. The cost of the pipeline was estimated to be $272 million, with Flint’s portion estimated at $81 million.

The City of Detroit objected due to loss of revenues at a time when a receiver was trying to stabilize the city’s finances (in conjunction with the State Treasurer).  In February 2013, the engineering consulting firm of Tucker, Young, Jackson, Tull, Inc. (TYJT), at the request of the State Treasurer, performed an analysis of the water supply options being considered by the City of Flint.  The preliminary investigation evaluated the cost associated with the required improvements to the plant, plus the costs for annual operation and maintenance including labor, utilities, chemicals and residual management.  They indicated that the pipeline cost was likely low and Flint’s obligation could be $25 million higher and that there was less redundancy in the KWA pipeline than in Detroit’s system.  In 2013, the City of Detroit made a final offer to convince Flint to stay on Detroit water with certain concessions.  Flint declined the final Detroit offer. Immediately after Flint declined the offer, Detroit gave Flint notice that their long-standing water agreement would terminate in twelve months, meaning that Flint’s water agreement with Detroit would end in April 2014 but construction of KWA was not expected to be completed until the end of 2016.

It should be noted that between 2011 and 2015, Flint’s finances were controlled by a series of receivers/emergency managers appointed by the Governor.  Cutting costs was a major issue and clearly their directive from the Governor.  Cost are the major issue addressed in the online reports about the issue.  Public health was not.

An engineering firm was hired as the old Flint River plan underwent $7 million in renovations in 2014 to the filters to treat volumes of freshwater for the citizens.  The project was designed to take water from the Flint River for a period of time until a Lake Huron water pipeline was completed.  The City of Flint began using the Flint River as a water source in May of 2014 knowing that treatment would need to be closely watched since the Michigan Department of Environmental Quality in partnership with the U.S. Geological Survey, and the City of Flint Utilities Department conducted a source water assessment and determined the susceptibility of potential contamination as having a very high susceptibility to potential contaminant sources (take a look at this photo and see what you think).

FLint WTP

Flows were designed for 16 MGD. Lime softening, sand filters and disinfection were in place.  Everything sounded great.  But it was not. Immediately, in May and August of 2014, TTHM samples violated the drinking water standards.  This means two things – total organic carbon (TOC) in the water and additional chlorine being added to disinfect and probably reduce color caused by the TOC.  Softening does not remove TOC.  Filtration is not very effective either.  High concentration usually needs granular activated carbon, ion exchange or membranes.  The flint plant had none of these, so the carbon staying in the water.  To address the TTHM issue, chlorine appears to have been reduced as the TTHM issue was in compliance by the next sampling event in Nov 2014.  However, in the interim new violations included a total coliform and E. coli in August and September of 2014, and indication of inadequate disinfection.  That means boil your water and lots of public outcry.  The pH, salinity (salt) and other parameters were reported to be quite different than the Detroit water as well.  A variable river system with upstream agriculture, industry and a high potential for contamination, is not nearly as easy to treat as cold lake water.  These waters are very different as they City was to find.  What this appears to indicate is that the chemistry profile and sampling prior to conversion and startup does not appear to have been fully performed to identify the potential for this to occur or this would have been discovered.  This is now being suggested in the press.

The change in water quality and treatment created other water quality challenges that have resulted in water quality violations. Like most older northern cities, the water distribution system in almost 100 years old. As with many other municipalities at the time, all of the service lines from the cast iron water mains (with lead joints) to end users homes were constructed with lead goosenecks and copper lines.  Utilities have addressed this with additive to prevent corrosion.  In the early 1990s water systems were required to comply with the federal lead and copper rule.  The concept was that on the first draw of water in the morning, the lead concentration should not exceed 0.015 mg/L and copper should not exceed 1.3 mg/L.  Depending on the size of the utility, sampling was to be undertaken twice and a random set of hoses, with the number of samples dependent on the size of the system.  The sampling was required to be performed twice, six months apart (note routine sampling has occurred since then to insure compliance).  Residents were instructed on how to take the samples, and results submitted to regulatory agencies.  If the system came up “hot” for either compound, the utility was required to make adjustments to the treatment process.  Ideally water leaving the plant would have a slightly negative Langlier saturation index (LSI) and would tend to slightly deposit on pipes.  Coupon tests could be conducted to demonstrate this actually occurred.  As they age, the pipes develop a scale that helps prevent leaching. Most utilities tested various products.  Detroit clearly did this and there were no problems.  Flint did not.

The utility I was at was a perfect 100% non-detects the first time were tested.  We had a few detections of lead and copper in samples the second time which really bothered me since the system was newer and we had limited lead in the lines.  I investigated this and found that the polyphosphate had been changed because the County purchasing department found a cheaper product.  I forced them to buy the old stuff, re-ran the tests and was again perfect.  We instructed our purchasing department that saving a few bucks did not protect the public health, but the polyphosphate product did.  Business and cost savings does not trump public health!  Different waters are different, so you have to test and then stay with what works.

Now fast forward to Flint.  They did not do this testing.  The Flint River water was different that Detroit’s.  Salinity, TOC, pH and overall quality differed.  Accommodations were not made to address the problem and the state found no polyphosphates were added to protect the coatings.  Veolia reported that the operations needed changes and operators needed training.  Facilities were needed to address quality concerns (including granular activated carbon filter media).  As a result the City appears to have sent corrosive water into the piping system, which dissolved the scale that had developed over the years, exposing raw metal, and created the leaching issue. Volunteer teams led by Virginia Tech researchers reported found that at least a quarter of Flint households have levels of lead above the federal level of 15 ppb, and as high as 13,200 ppb.  Aging cast-iron pipe compounded the situation, leading to aesthetic issues including taste, odor and discoloration that result from aggressive water (brown water). Once the City started receiving violations, public interest and scrutiny of the drinking water system intensified.

The City Commission reportedly asked the receiver to switch back to Detroit water, but that request was initially rebuffed and the damage to pipes continued.  Finally in October 2015, the water supply was switched back to Detroit and the City started adding additional zinc orthophosphate in December 2015 to facilitate the buildup of the phosphate scale eroded from the pipes by the Flint River water. But that means the pipes were stable, then destabilized, now destabilized again by the switch back.  It will now take some time for the scale to rebuild and to lower lead levels, leaving the residents of Flint at risk because of a business/finance/political decision that had not consideration of public health impacts.  And what is the ultimate fate of the KWA pipeline?

Just when things were starting to look up (?), in January 2016, a hospital in Flint reported that low levels of Legionnaires’ disease bacteria were discovered in the water system and that 10 people have died and another 77 to 85 affected.  From the water system?  A disinfection problem?  Still TOC in the water?  The lawsuits have begun but where does the problem lie?  Let’s look at Walkerton Ontario for guidance in the aftermath of their 2000 incident.

First it is clear that public health was not the primary driver for the decisions.  Treating water is not as simple as cost managers think.  You need to understand what water quality, piping quality and stabilization you have and address the potential issues with new water sources.  Membrane systems are very familiar with these challenges.  Cost cannot be the driver.  The Safe Drinking Water Act does not say cost is a consideration you use to make decisions.  Public health is.  So the initial decision-making appears to have been flawed. Cost was a Walkerton issue – cost cannot be the limiting factor when public health is at risk.

The guidance from consultants or other water managers is unclear.  If the due diligence of engineers as to water quality impacts of the change in waters was not undertaken, the engineering appears to have been flawed.  If the engineer recommended, and has lots of documentation saying testing should be done, but also a file full of accompanying denials from the receivers, another flawed business decision that fails the public health test.  If not, I see a lawsuit coming against the consultants who failed in their duty to protect the public health, safety and welfare.

The politics is a problem.  A poor community must still get water and sewer service. Consultants that can deal with rate and fee issues should be engaged to address fairness and pricing burdens.  Was this done?  Or was cutting costs the only goal?  Unclear.  The politics was a Walkerton issue.

Was the water being treated properly?  Water quality testing would help identify this.  Clearly there were issues with operations.  Telling the state phosphates were used when they were not, appears to be an operations error.  Walkerton also had operations issues as well.  A major concern when public health is at risk.  Veolia came to a similar conclusion.

The state has received its share of blame in the press, but do they deserve it?  The question I have is what does the regulatory staff look like?  Has it been reduced as the state trims its budget?  Are there sufficient resources to insure oversight of water quality?  The lack of provincial resources to monitor water quality was an issue in Walkerton – lack of oversight compounded local issues.  That would then involve the Governor and Legislature.  Politics at work.  Likewise was there pressure applied to make certain decisions?  If so, politics before public heath – a deadly combination.

So many confounding problems, but what is clear is that Flint is an example of why public utilities should be operated with public health at the forefront, not cost or politics.  Neither cost of politics protect the public health.  While we all need finances to pay for our needs, in a utility, money supports the operations, not controls it.  We seems to have that backward. Private entities look sat controlling costs.  Public agencies should look at public service first; cost is down the list.   We need the operations folks to get the funds needed to protect the public health.  And then we need to get the politicians to work with the staff to achieve their needs, not limit resources to cut costs for political gain.  Ask the people in Flint.

So is Flint the next Walkerton?  Will there be a similar investigation by outside unconnected people?  Will the blame be parsed out?  Is there a reasonable plan for the future?  The answers to these questions would provide utilities with a lot of lessons learned and guidance going forward and maybe reset the way we operate our utilities.  Happy to be a part of it if so!