NECNALMS 2017 Conference Program Information

Our New England Waters: Real World Watershed
Monitoring and Management Options
Annual New England Lakes and Watershed Conference
June 9th & 10th, 2017
Kingston, Rhode Island

Hosted by:
• URI  Watershed Watch
• New England Chapter of the North American Lake Management Society, and
• Save The Lakes – Rhode Island’s Association for Lakes

Friday, June 9, 2017: Workshops
1-2:45 PM and 3:15-5 PM
• Invasive organism ID (plants and animals, G. Knoecklein , NEAR)
• Harmful Algae Blooms – Understanding their ecology and control (K. Wagner, WRS)
• Shoreland management (R. Hartzel, Geosyntec)
• GIS and web based tools for watershed assessments (G. Bonynge, URI)
Attendees can participate in any 2 workshops.

NECNALMS business meeting – 5:15-6 PM
Dinner at 6:30 PM
Paint Your Lake session (paint and sip) – 7:30-9:30 PM

Saturday, June 10, 2017: General Sessions (9 AM – 4 PM)

Group Session: 9 – 9:30 AM – Welcomes and updates:

Concurrent sessions: 9:30 – 10:30 PM

Citizen Science – what can volunteers do to help our waters?
Assessment tools – what works, what doesn’t, what is really useful? (K. Wagner)
Volunteer monitoring – 30 years of RI Watershed Watch (L. Green)

Changing Climate, How might it affect my lake?
Projections of coupled terrestrial and aquatic ecosystem change relevant to ecosystem service valuation at regional scales? (N . Samal, UNH)
OASIS reservoir operation model application to optimize water availability in the Scituate Reservoir (S. Paul, URI)

Break: 10:30 – 11 AM, Vendor Fair, Raffle open, refreshments

Group Extended Session 11 AM – Noon – Discussion with different perspectives, and audience questions focused on Herbicides – as a panel with users, regulators, and managers – alternatives, and when are they the right choice?

Lunch: Noon -1 PM – Buffet lunch
Optional gatherings for interest groups to network as desired:
Volunteer monitoring – L. Green
Simple lake assessment tools – G. Knoecklein?
HABs – H. Snook?

Concurrent sessions: 1:00 – 2:00 PM

In-lake algae control
Morses Pond (T. Stewart tentatively)
Proactive management of HABs using in-lake phosphorus inactivation technology (D. Meringolo, Solitude)

Fisheries – How do we make sure The Big Ones will there for our kids? (M. Lenker, ESS)
Case study in fish management (C. Nielsen, ESS)

Restoring Lakes
“Septic socials” – how to talk about waste disposal issues (G. Bradley, VT DEC)
The Dynamics of Dredging (J Davis, ACE)

Break: 2:00 – 2:30 PM – raffle drawings, networking

Group Extended Session 2:30 – 4 PM: Cyanobacteria: toxic issues, basic ecology and offering tours of the EPA Mobile lab – Hilary Snook

For more information contact

Use of Aluminum to Treat Lakes

Aluminum compounds are coagulants used in water and wastewater treatment to settle solids and pull dissolved solids out of solution. In water treatment these compounds convert impurities into particles that can be settled or filtered. In wastewater treatment aluminum does the same thing, but is also noted for its ability to find phosphorus and lower the fertility of effluents. Over 40 years ago it was hypothesized that aluminum could do in lakes what it did in treatment facilities and might be especially useful for inactivating phosphorus in sediment that was being recycled to create what we now call an “internal load”. While a lot has been learned in the intervening years that makes such treatments more effective, even the earliest treatments provided enough benefits to make continued use worthwhile. Although aluminum treatments will clear the water of most algae, it is not an algaecide, defined simply by the root words as something that kills algae.

Aluminum application to a lake.

While the majority of regulatory agencies in New England appear to understand why and how aluminum is used in lake management, there seems to be some confusion in a few places about aluminum use. The State of New York created a regulatory definition of algaecide that expands coverage to any additive that prevents algae from growing. This would include aluminum, which limits phosphorus availability, and is not on the federal list of registered algaecides, since the EPA does not consider it to be one. Consequently, aluminum treatment cannot be permitted in New York. Of course, by this logic algaecides would also include oxygen if added to keep phosphorus bound to iron and unavailable to algae, and to air used to circulate water, thereby disrupting the growth of many buoyant cyanobacteria. It would also include water used to dilute phosphorus concentrations or even flush a small lake. Arguments about other additives being “natural” simply do not hold water. New England states have generally not bought into this faulty logic, but apparently the Connecticut Department of Health has applied the New York definition of an algaecide in some cases and has not approved aluminum treatments in drinking water supplies, despite approval by CT DEEP for such treatments in recreational lakes.

There is no doubt that control of phosphorus before it enters a lake is preferable where feasible, but there are very real limits on our ability to do that, and where phosphorus has accumulated in a lake, it has to be inactivated to rehabilitate the lake. It is much like fixing a boat that has sprung a leak; the leak needs to be patched, but that won’t get rid of the water that has leaked in. Aluminum treatments offer control of internal loading, and can also be used to treat inflows where watershed management is not yet up to the task or to reduce phosphorus availability in the water column after significant loading events. We have learned over the years how to prevent toxicity, making it a relatively safe technique. Creating regulatory restrictions based on faulty logic or incomplete understanding of the technique hinders lake management in a time when we need every viable technique we can get.

Limits to Best Management Practices

A recent post discussed the role of watershed management in protection vs. restoration of lakes. The reason why watershed management cannot be a mainstay of lake restoration is not obvious to everyone, and here we explore the limits to best management practices in the watershed from the perspective of lake impacts.

Best management practices (BMPs) are procedural or structural techniques used to limit the delivery of contaminants from land to water and eventually the lake. BMPs may restrict what land uses or activities can occur, preventing generation of contaminant loads, or BMPs may focus on trapping contaminants on the way to the lake. “Best” does not necessarily mean adequate or effective, but it is often assumed that if all appropriate practices are applied, the lake will be protected. This is rarely true.

A well designed detention facility.

The USEPA has accumulated a huge database on the actual results from various management methods, with a focus on storm water BMPs, as non-point source inputs from developed or agricultural land are by far the biggest input sources these days. The overall average phosphorus reduction that is achieved by individual BMPs is about 50%. This is not the average of all possible projects, but those where the technique was properly applied and monitored; inadequate design, sizing or construction could provide less benefit. A few techniques approach the 90% mark for phosphorus removal, most notably infiltration into appropriate soils and inactivation and filtration, but these are rarely applicable on a watershed-wide basis.

Leaching basin.

Development and agriculture increase phosphorus loading by an order of magnitude or more in the absence of BMPs, which then reduce those loads by some percentage, averaging 50% on average where properly applied and less in many cases where implementation is incomplete or absent. But if we assume that all developed or agricultural uses are addressed by BMPs that yield a 50% reduction in phosphorus from the tenfold or greater increase expected without BMPs, we have a five-fold increase in loading. Even if we could achieve a 90% reduction, that still represents a doubling of loading from pre-development, pre-agricultural conditions. Human use of land is a losing equation for lakes.

This doesn’t mean that any development or agriculture will doom your lake. Where the human activity occurs and how it is managed matters a lot, and the overall percentage of the watershed in human uses is very important. Most practitioners agree that serious problems can be avoided up to about 25% of the watershed in developed or agricultural uses with judicious BMP application. However, it is simply not reasonable to assume that incoming water quality will be acceptable in urban areas (typically >75% developed) or farm country. The size of the watershed relative to the lake and the depth of the lake will matter too, so simple thresholds will not likely be reliable in all cases. Yet it is clear that where human activities dominate the landscape, application of BMPs will not be able to keep up with the generated loads.

Protection vs. Restoration

There has been a lot of discussion at the annual NALMS symposium over the last 5 years about the value of watershed management. Much of this discussion was a reaction to federal and state directives to focus on watershed management to solve lake problems, as we know from many years of experience that some problems cannot be solved with watershed management (e.g., internal phosphorus loading, excessive plant density) and watershed management has proven very difficult over large areas under multiple jurisdictions. In articles in LakeLine and presentations at NALMS meetings a few people have made statements that have been interpreted as opposing watershed management, but these statement are being misinterpreted in the context of protection vs. restoration.

First of all, there is very little lake restoration going on. We often rehabilitate lakes, altering them to meet use goals, but that is not the same thing as restoration. For lakes created by erecting a dam, true restoration would mean removing the dam and eliminating the lake; this is not usually what lake managers have in mind when they use the word “restoration”. But whether we call it restoration or rehabilitation, reducing nutrient levels, algae blooms and nuisance vascular plant growths is rarely achieved by watershed management once the lake gets to the point of supporting such growths. Once in a while we find the “smoking gun” and can implement a focused watershed management plan, but usually it is a slow, incremental process that very rarely moves the lake adequately in the right direction. Consequently, in-lake efforts are often needed to meet use goals, including phosphorus inactivation, dredging, herbicides, harvesting and other commonly applied methods.

Protection, however, is another matter. If a lake is in a desirable state, it is wrong to assume it will always be that way. Watershed influences can be gradual or catastrophic, but their presence is undeniable. If the watershed is large enough (>10:1 ratio with lake area is a commonly cited threshold), inputs over many years will eventually change the character of the lake, and water quality issues become more probable when the watershed is >50 times the area of the lake, even with no human activities in the lake. However, human activities greatly accelerate loading of sediment, nutrients and a variety of other contaminants. Thresholds as low as 6% development in the watershed have been cited as resulting in measurable changes in water quality, and at development levels on the order of 25-30% it is rare not to see deterioration of water quality. Watershed management is therefore essential to protecting lakes, but the potential to adequately protect the lake declines as the percentage of development or agriculture increases.

Developed vs. Forested Land.

Watershed management is a logical component of any lake management plan. It is wrong to hold an invasive plant control project hostage until the applicant produces a watershed management plan, but it is entirely reasonable to expect holistic lake management programs to incorporate watershed management. If protection of desirable features is the goal, watershed management is a must. If rehabilitation of degraded conditions is needed, watershed management is not likely to be the whole answer. Keep protection and restoration elements of any plan separate when discussing lake management to avoid controversy over the role of watershed management.

Agriculture by a Lake.

Measuring Oxygen Demand

Knowing how much oxygen is consumed per unit volume of water or area of sediment in a lake is important to understanding lake metabolism and in planning for the provision of adequate oxygen. Systems that mix the lake or add air or oxygen must counteract the oxygen demand to be successful. Measuring demand is tricky, however, since the rate at which oxygen is removed is hard to isolate from factors that put oxygen into the water or allow it to move within water, and consumption of oxygen is not linear over the range from about 2 mg/L down to 0 mg/L.

Laboratory tests can be run in which oxygen loss over a set amount of time is measured in a closed bottle at a standard temperature, and this is useful, but this won’t include sediment oxygen demand, which is often the dominant source. For deep lakes, one can use temperature and dissolved oxygen profiles from a few weeks apart at a time when oxygen is >2 mg/L everywhere to get a reasonable estimate. Oxygen addition from the atmosphere and downward mixing necessitates using values from deeper water, usually below the depth of the thermocline, even if it has not strongly formed yet. Timing is critical. In New England stratification sets up from April into June and is highly weather dependent, but once it sets up, loss of oxygen near the bottom can be rapid and oxygen concentrations can become too low to use in demand calculations. When the oxygen concentration is less than about 2 mg/L, further removal slows down and calculations using low values will underestimate actual demand, something to be avoided when planning oxygen additions.

For proper data, subtraction of later oxygen from earlier oxygen at each depth increment can be summed to yield the mass of oxygen lost over a square meter of lake over time (Table 1). If the temperature has risen between measurements, the water will naturally hold less oxygen, so a correction for temperature-induced oxygen loss must be applied, based on the difference in saturation concentration at the earlier and later temperature measurements. In the example in Table 1, the thermocline forms at about 6 m but was very weak at the time of the April measurements. Yet it was apparent that little oxygen from above was reaching deeper. There was a slight increase in temperature, so the differences first obtained were adjusted down slightly. The difference in total oxygen demand is not large, but can be if the time between measurements is longer.

Table 1. Calculation of Oxygen Demand in a Deep Lake

In shallow lakes it is harder to find a time or place where factors other than oxygen demand are not significantly influential, but we have found one approach that often works.  Photosynthesis ceases overnight in the absence of light, and at least some nights there is calm that limits mixing. Measurements made after dusk and before dawn can be used if oxygen remains >2 mg/L throughout the water column, and the results can be quite striking. Oxygen demand from respiring algae or vascular plants will add to demand from decay, but that is all part of the demand and worth including. The same calculation approach used for the deeper lake is applied to the shallow lake (Table 2), but the whole water column is included.

Table 2. Calculation of Oxygen Demand in a Shallow Lake

For reference, oxygen demand higher than about 0.5 g/m2/d can eventually lead to oxygen depletion in stratified lakes. Values >1.0 g/m2/d will cause depletion in the bottom layer by mid-summer, and values >2.0 g/m2/d will cause oxygen depletion much earlier in summer. Making multiple measurements is recommended to characterize the range of oxygen demand and get a sense for possible error induced by not being able to control all oxygen inputs. With enough measures a pattern usually emerges that allow one to make a fairly accurate estimate of oxygen demand.

Temperature and Oxygen Profiles

If you polled people with a lot of lake assessment experience about what technique provides the most information for the money, chances are that Secchi disk transparency would be the choice, but temperature and oxygen profiles would get at least an honorable mention. The thermal structure of a lake is extremely important to the oxygen regime, which is critical to so many aspects of water quality and lake ecology. Temperature and oxygen profiles collected over the course of the year provide extremely valuable data for understanding your lake.

One needs an instrument that measures temperature and oxygen in water to collect these profiles, and a number of high quality instruments are on the market. YSI and Hach have the biggest market share, but there are others worth considering. Bear in mind that you get what you pay for. Temperature is based on differential movement of metals that respond to temperature change and instruments cannot be calibrated by users; one needs to check against a thermometer or known temperature once in a while, but temperature measures are generally reliable. Oxygen used to be done as a titration in lab or field, then moved to instruments with membranes that measured potential across that boundary, and now are done with luminescence, although all three approaches are still in use. Calibration is essential but not difficult for instruments.

A long enough cable is needed to reach the bottom from the boat or dock, and measurements are typically made every half meter (shallow lakes) to every 3 meters (very deep lakes), with 1 meter intervals most common. If the lake is deep enough to stratify, there will be a transition zone between upper and lower water layers and the thickness of that transition zone may be of interest, so more frequent measures (shorter vertical distance between readings) may be advisable near that boundary, called the metalimnion (with the point of inflection for temperature change called the thermocline). It is also important to get readings near the bottom, or even right in the sediment. Certainly the deepest reading should be no more than a few inches from the bottom, and you may find that oxygen declines sharply as the probe hits the sediment.

Graphing temperature and oxygen profiles provides a useful visual image of what is going on (Figure 1), and the pattern over time can be put on the same graph for comparison (Figure 2). Even shallow lakes may exhibit a decline in temperature, and a difference of only 3 Co can be enough to resist mixing. Even without a discernible change in temperature, there can be oxygen depression or even depletion near the bottom if the oxygen demand is high enough; oxygen doesn’t diffuse all that fast through water, and decay can outpace re-aeration.

Temperature and Oxygen Profile.


Oxygen Concentration over Depth and Time at a Deep Station.

So why are these profiles important? Higher temperatures increase metabolism and limit the types of organisms that can be present, perhaps most notably fish; trout do not do well at temperatures much above 21
oC. The temperature structure of the lake tells us about how much mixing is going on over space and time, and in the absence of adequate mixing, oxygen loss can occur. Loss of oxygen affects nearly all biological components of a lake; sensitive species cannot tolerate oxygen much less than 5 mg/L, few aerobic organisms do well at oxygen <2 mg/L, conversion of ammonium to nitrate ceases when oxygen runs out, and release of iron-bound phosphorus can occur at low oxygen concentrations. Much can be predicted about the status of a lake from temperature and oxygen profiles.

Odor in Lakes

When lakes smell bad, we notice. Some basic knowledge of sources of odor may help lake enthusiasts identify odors. Odors can be classified according to some complicated systems, but for our purposes we will stick to some basic descriptions.

Most people recognize “rotten egg” smell, which is hydrogen sulfide (H2S). It is formed when sulfate is metabolized in the absence of oxygen, usually in the bottom of a stratified lake. We sometimes smell H2S around salt marshes, as there are more sulfates in saltwater. In lakes, the presence of H2S means that oxygen has been depleted and the demand has become so great that sulfate (SO4) is being broken down. Other oxidized compounds are usually broken down first, such as nitrates (NO3), so oxygen demand is severe if H2S is being created. Most often the H2S is smelled in bottom water that has been sampled; the H2S tends to stay trapped in the bottom water layer until fall mixing. But with a mixing event, the smell can become detectable.

Certain cyanobacteria (blue-green algae) produce odorous compounds, specifically geosmin and methylisoborneol (MIB), which impart a musty to grassy odor. Often the offending cyanobacteria accumulate as a surface scum, making the odor obvious to those using the lake. If cyanobacteria are abundant enough to produce odor, there is legitimate concern about toxicity, but it is important to know that production of odor and production of toxins are not linked. Still, if enough cyanobacteria are present to create detectable odor, there are enough to create toxins above a safe threshold IF the cyanobacteria are toxin producing forms.

Decaying blue-green scum

Other algae besides cyanobacteria create odor. Actually, any algae will produce some odor if abundant enough, but certain algae can produce specific smells when abundant. Most notable are certain chrysophyta (golden algae), which produce odors such as cucumber, violet, spicy or fishy. No one is likely to confuse these options with a wine tasting event.

Green algae mats

Finally, dead algae tend to give off foul odors usually described as septic or decay. Dying filamentous green algae are particularly malodorous. If mats wash up on shore and start to decay, they are likely to be very noticeable to anyone with a nose.

A good reference to check if you want to know a lot more about odor in water is the American Water Works Association publication M57, called Algae: Source to Treatment.

Climate change impacts quantitatively assessed

Some impacts of climate change have known for years, but others are still surfacing. About a decade ago a representative of the USGS in Maine presented data at the NECNALMS conference for the date that ice cover broke up for multiple lakes in Maine. While there was variability typical of systems influenced by climate change, it was very clear that the date the ice was going out was getting earlier over decades. In about a 60 year period the average ice out date for the 2000s was about 2-3 weeks earlier than it had been in the 1950s. This should have been impressive enough in its own right, but apparently few other than ice fisherman really took notice.

Now we have another interesting measure that might be scarier. Oxygen consumption is an important feature in lakes, causing oxygen to become depleted (called anoxia) in many lakes deep enough to stratify, at which point oxygen can’t rapidly move downward from upper waters and decomposition gradually removes  oxygen from the bottom up to the boundary point, called the thermocline. Fish like trout that need cold water (<21 oC) but high oxygen (>5 mg/L) can get “squeezed”, faced with water too warm above and water with too little oxygen below. There may be no “trout water” during late summer, causing mortality. Further, loss of oxygen in deep water can allow phosphorus bound to iron to be released into the water column where it can support algae blooms, most often cyanobacteria that are favored by this type of release. In shallow water, high oxygen demand is indicative of elevated decomposition, and while complete loss of oxygen in water <15 ft deep is rare, that decomposition releases phosphorus that can fuel algae blooms. So oxygen consumption matters a lot to lake condition.

Data from Long Pond in Brewster and Harwich on Cape Cod, collected by the Natural Resources Department as part of a very useful water quality monitoring program, were plotted in an effort to understand the variation in oxygen consumption observed over time. What was found was that a relatively small difference in temperature, brought on by warmer spring air temperatures, resulted in a major increases in the rate of oxygen consumption, or oxygen demand (see figure). Oxygen demand below about 550 mg/m2/day is considered unlikely to cause severe anoxia, while values higher than 1000 mg/m2/day usually cause most of the bottom water layer to become anoxic in August and values greater than 2000 mg/m2/day will typically cause anoxia in July. Long Pond has an oxygen depletion problem, and it worsens appreciably with increasing temperatures in the deepest water.

Using a statistical technique called regression, the portion of the variability attributable to any tested factor can be evaluated. For Long Pond, and probably many other lakes, change in temperature explains much of the variation in oxygen demand (62% for Long Pond, a high percentage for a single factor). And this doesn’t require a large change either; the range of oxygen demand in Long Pond more than doubles for a temperature increase of only 3 Co (5.4 Fo)! The influence of the current direction of climate change is pushing our lakes toward a higher metabolism, almost like they have a fever, and the implications for all users, human or otherwise, are not good.

Oxygen demand as a function of temperature in Long Pond, MA.