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Tri-States
Home Up Gwinnett Sewer Lake In Peril Tri-States Standards Metro District Lake Levels Protection 2007/8 Crisis

 

Scrolling down will show an approximate chronology of some of the ACF Tri-States activity.

ACF AGREEMENT LOWEST LAKE LANIER LEVEL
Don’t let the percentages fool us

(Ron Seder 7/30/03 )
 

During a June 2, 2003 meeting Georgia Governor Perdue had with Georgia ACF (Apalachicola-Chattahoochee-Flint River System) stakeholders, a concept for an ACF agreement with Alabama and Florida was presented that showed a projected low Lake Lanier level of 1050.9’ msl (20.1 feet below the full Lake level of 1071’ msl). 

The State says Lanier would reach the low 1050.9’ msl only small percentage of the time.  However, there will be other low Lake Levels associated with that event for a longer time, so the Lake would be below 1056’ msl a much more significant period of time. 

The Lowest Lake Lanier level ever was 1052.7’ msl on December 23, 1981.  But, because of the learning experience of that low level the Corps of Engineers has not taken the Lake that low during subsequent worse droughts. 

The worst drought on the Apalachicola-Chattahoochee-Flint River System since Lake Lanier was filled in 1059 was during 1998 through 2003, a period of almost five years.

Lanier did not reach its full level for 4.6 years (June 30, 1998 through February 8, 2003).  During that drought Lanier recreation was severely impacted by Lake Levels that were much higher than 1050.9’ msl. 

Lanier did not go below 1055.6’ msl for the period of that worst drought.  During the 1998 to 2003 and the 1991 through 2002 periods Lanier was below 1057’ msl 94 days.  That is only 5.2% of the days of the drought of 1998 through 2002 and only 2.1% of the days for the period of 1991 through 2002. 

I have been unable to obtain a graph of projected Lake Levels against actual history of the 1998 through 2002 period, but I have little doubt that Lake Lanier levels would have been much lower under the proposed ACF agreement than the actual experience. 

Low Lake Lanier levels during the drought significantly reduced the economic benefit of the Lake .  Recreation related sales were down and housing prices suffered.  Times were tough on Lake Lanier during that five year drought, but they would have been much tougher if the Lake had been down another five feet. 

I think the recent drought experience demonstrates that Lanier should not be planned to go below 1056’ msl during the worst drought.

TRI-STATES, JULY 25, 2003 

There are some interesting and somewhat discouraging comments I saw in two newspaper articles today. 

First, a Forsyth County News article, “State lawmaker argues against lower lake levels” talks quite a bit about a letter State Representative Jack Murphy wrote to Governor Perdue asking that Lake Lanier not go down below 1056’ msl.  The article also mentions a similar letter from Congressman Deal to the Governor. 

The following is a quote from the article: 

‘Perdue, the governor of Florida and the governor of Alabama signed a memorandum of understanding Tuesday, taking the process further than it has gone in 12 years, said Dan McLagan, spokesman for Perdue. 

“But we really don’t know what level will be set yet, or if a level will even be set [for Lake Lanier],” he said. 

“We just know that the preliminary agreement allows enough water for continuing development in Georgia,” he said. 

“Alabama and Florida have developmental and environmental concerns.  All states have environmental concerns.” 

“We will do our best to understand the concerns of others about Lake Lanier – and do our best to preserve it,” he said’ 

The Governor’s spokesman comments do not give me a warm feeling that the Governor is really trying to treat Lanier fairly.  I think the quote makes Lake Lanier levels sound like an afterthought without much real concern by the Governor’s spokesman.
 

Second, a Bainbridge Post-Searchlight article, “Governors adopt memo on water”, talks about the terms of an agreement among the three states. 

Following is a paragraph from the article. 

‘Florida’s Environmental Protection Secretary David Struhs says there are still “areas where we have not made agreement.”  One of those seems to be that Florida seeks assurance that drought condition flows in the Apalachicola be maintained, if necessary, by water from “the Flint River and/or Lake Lanier.”’ 

As I see it, this article says Lake Lanier’s future may get even worse.  The Flint River is free flowing without significant storage, therefore any additional flow augmentation of the Apalachicola River will come from the Chattahoochee leg of the total system, which would cause more Lake lowering releases from Lanier. 

The article also talks about others on the ACF River System hiring professionals to protect their interests.

TRI-STATES, JULY 21, 2003

The Governors of Alabama, Florida and Georgia met again, this time in Columbus, Georgia, on July 21, 2003.  Concepts for and ACF Tri-States agreement presented by Georgia for the most part were accepted by Alabama and Florida.  There were some adjustments to be made for a final agreement among the three States, but it appeared that would be done without much difficulty. 

There were no predictions of resultant Lake Lanier Levels offered, but the last official prediction I saw showed a case where Lake Lanier could be drawn down to 1051’ msl (20 feet below full pool). 

There were four individual audience Lake Lanier presentations, including mine (displayed next below), that were made to the three States within the obviously very short one minute time period allowed by Georgia. 

As a result of what we saw in the July 21 meeting, and prior, I conclude that Lake Lanier levels, and consequently Lake recreation, are being treated unfairly.  There are worst case minimums set for numerous conditions on the ACF River System, but no minimum Lake Lanier Level has been established.           

Minimum Apalachicola River flows.
Minimum Chattahoochee River flows at Peachtree Creek, Columbus Georgia and Columbia, Alabama.
Huge increases of water withdrawn from the ACF River System for Agriculture irrigation.
Substantial increases of water withdrawn for the Atlanta Metro Area water supplies.
Minimum West Point levels which trigger replenishment from Lake Lanier.  West Point can be 7 feet down from its current full pool level with Lanier 17 feet down and water will be released from Lanier to replenish West Point Lake.

Also, with no lowest Lake Lanier level commitment, if things turn out worse than the thirty year prediction in the plan, even lower Lake Lanier levels will be the result, further impacting recreation and its resultant economic contribution. 

As I see it now, these proposed concepts for a Tri-States ACF agreement are bad for, and disproportionately impact, Lake Lanier.

ACF COMMISSION PRESENTATION, 7/21/03
(Ron Seder) 

At the outset, I would like to make the point that I think an agreement to a lowest Lake Lanier level of 1056’ msl (15’ below the full level) demonstrates that the Lake Lanier community has been a team player in the ACF considerations.  However, lately there has been talk of taking Lake Lanier down 20 feet to a level of 1051’ msl, and I think that is unfair and unreasonable. 

I believe at times, in the ACF considerations, the size of Lake Lanier recreation and its importance to the quality of life of hundreds of thousands of people, and to our economy, is not fully appreciated.  Therefore, I want to focus on the enormity and importance of Lake Lanier recreation and its dependence on reasonable Lake Lanier levels. 

Lake Lanier receives more than 7 million visits per year, and Lake Lanier recreation produces an economic contribution of $5 Billion. 

There are 25,000 boats moored on the lake and dry stored around the Lake

There are 10 public marinas and 6 club marinas containing slips for about 10,000 boats. 

There are more than 8,000, mostly covered, private boat docks on the Lake

There are approximately 10,000 homes on the Lake.  

This is big business that employees thousands of people.  People to build homes, people to build boats, people to build boat docks, people to service and feed those who participate in Lake Lanier recreation, etc. 

Lowering Lake Lanier to 1056’ msl significantly reduces recreation on Lake Lanier and its resultant economic contribution, and lowering the Lake to 1051 is much worse. 

The Corps of Engineers reports that at Lake level 1071, 105 boat launching lanes are usable, but at 1056 only 9 of those 105 boat launching lanes are usable and at 1051 zero boat launching lanes are usable.

The comprehensive study predicted that at Lake level 1056 there would only be 16% of the Boater trips there would be at Lake level 1071, and at 1051 the boater trips are essentially zero. 

At 1051 about 4,000 marina boat slips and 3,000 private boat docks are unusable. 

And, of course, Low Lake Lanier levels would significantly reduce the value of the investment thousands of families have made in their homes on Lake Lanier

Gentleman, the facts are that a Lake Lanier level of 1056 hugely impacts the benefits produced by Lake Lanier aesthetics and recreation.  I respectfully submit that an ACF agreement should never take Lake Lanier below 1056’ msl. 

Thank you.

As of July 24, 2003 I have received no response to the following letter.

Ronald E. Seder
6355 Barberry Hill Place
Gainesville, Georgia 30506
770-889-1088
ronseder@mindspring.com

http://ronseder.home.mindsprong.com
 

 

July 11, 2003  

The Honorable Sonny Perdue
Governor
State of Georgia
203 State Capitol
Atlanta, Georgia 30334

Dear Governor Perdue, 

I am writing to you again to provide additional information to hopefully help you conclude that there should be no Apalachicola-Chattahoochee-Flint (ACF) Tri-States agreement unless the agreement’s intent is to keep Lake Lanier’s level above 1056’ msl during the worst drought. 

The next Tri-States Governor’s meeting is now scheduled in Columbus on July 21 to discuss current concepts for the ACF water allocation formula.  Because there has been a stated intent to soon bring the three States to an agreement, I think it is important for you to have as much information as possible now on which to make the Georgia decision. 

After the June 2nd meeting you had with Georgia Stakeholders I wrote an article that was published in the Forsyth Herald newspaper, in which I laid out reasons for not allowing Lake Lanier to go below 1056’ msl.  The article is enclosed with this letter for your review. 

Lake Lanier receives between 7 and 8 million visitors annually, and Lake Lanier recreation produces an economic contribution of about $5 billion.  While those numbers are very significant, and show Lake Lanier recreation to be one of the most important considerations for ACF waters, understanding some of the Lake Lanier impacts within those numbers is also revealing. 

Lake Lanier Level

(ft. msl)

1071

1066

1063

1060

1056

1051

Lake Surface Area Lost (Sq. miles)

0

3.5   (6%)

5.6   (9%)

7.6   (13%)

10.4 (17%)

13.9  (23%)

Boat Launching Ramp Lanes Unavailable

0

2   (2%)

23   (23%)

61   (58%)

96   (91%)

105  (100%)

The Corps of Engineers information displayed in the above table shows great loss of Lake surface area (10.4 square miles) at Lake level 1056’ msl, and a much larger loss of Lake surface area (13.9 square miles) at Lake level 1051’ msl. 

The table also shows 96 unavailable (9 available) boat launching ramp lanes at level 1056, which is a tremendous reduction in available facilities, but there are no boat launching ramp lanes available at level 1051’ msl. 

The Corps of Engineers PLAN FOR LOW WATER LEVELS DURING RECREATION SEASON LAKE SIDNEY LANIER (copy enclosed) shows for Lake level 1060’ msl that 4,000 (50%) private boat docks are significantly affected, 30% of the community boat dock slips are unusable and 920 (10%) of the Marina/Clubs slips are unusable.  The Corps of Engineers does not have this information for Lake Levels 1056 or 1951, but my educated guess, based on sketchy information, would be that at Lake level 1051’ msl 3,000 to 4,000 Marina/Club slips would be unusable and thousands more private boat docks would be significantly affected with perhaps 3,000 totally unusable. 

The Corps of Engineers Environmental Impact Statement, Water Allocation for the Apalachicola-Chattahoochee-Flint (ACF) River Basin, APPENDICES VOLUME 2 (page F-5-34 enclosed), published in 1998, shows Lake Lanier boater trips for various Lake levels.  It displays boater trips at Lake level 1056’ msl to be only 16% (182,721) of the boater trips at Lake level 1071’ msl (1,135,554).  The same publication shows the boater trips at Lake level 1051’ msl to be essentially zero. 

In addition to the numerous commercial establishments on the shores of Lake Lanier, there are approximately 10,000 homes that abut the Lake.  These homes represent large investments by the owners, and the impact of a very low Lake Lanier could significantly reduce the value of those investments. 

A drought low Lake Lanier level of 1056 imposes great hardships on those whose quality of life and financial well-being rely on Lake recreation and aesthetics.  My judgment, which I believe is supported by the facts, is that a Lake Lanier level below 1056 causes Lake Lanier interests to carry a disproportionate share of the drought burden and should not be allowed by a Tri-States agreement. 

Governor Perdue, there is a lot for you to consider in reaching an equitable ACF agreement for Georgia.  I hope this information adds value to your decision process.  Thank you for your consideration of my input presented here and in past communications. 

Sincerely yours,
 

Ronald E. Seder

The following article was submitted to the Forsyth Herald for publication.

SHOULD THERE BE LOWER LAKE LANIER LEVELS?
(Ron Seder 6/7/03 )  

I am a member of several Lake Lanier concerned organizations, but I am not speaking for any of them in this article. The thoughts and conclusions expressed here are my own.  

On June 2nd I saw a Georgia proposal for the reallocation of Lake Lanier waters that could produce a future low Lake Lanier level of 1051’ msl, 20 feet below the full Lake level.  That is lower than any historical Lake Lanier level, and I believe that low level is unreasonable and unwarranted.  But, before getting deeper into that, let’s have a review of what has brought us to this point.  

BACKGROUND  

I became involved in the Tri-State (Georgia, Alabama, Florida) considerations of how to allocate the waters of the Apalachicola-Chattahoochee-Flint (ACF) River System in 1989 when the Army Corps of Engineers, at the urging of the Atlanta Regional Commission and the State of Georgia, proposed a reallocation of Lake Lanier waters to allot more water to water supplies for the growing metropolitan Atlanta area.  

I objected to the 1989 proposed ACF reallocation because it promised to take Lake Lanier down to levels significantly lower than ever experienced.  Alabama also had concerns with other possible results of the proposal, and in 1990 took the issue to the courts where Florida eventually supported the Alabama lawsuit.  

In 1992 the Governors of the three States and the Corps of Engineers produced an agreement, in which the Corps of Engineers agreed to withdraw its proposed reallocation of Lake Lanier waters, Alabama and Florida agreed to delay their lawsuit, and the three States agreed to conduct a comprehensive study of the ACF River System to aid in determining how to best allocate its waters.  

Results of the subsequent comprehensive study were published by the Corps of Engineers in September 1998.  

In 1997 the three States agreed that they would produce a water allocation formula.  The initial agreement had a year end 1998 deadline with a provision that allowed the deadline to be extended by the unanimous agreement of the three States.  The deadline has been extended many times and the most recent deadline is July 31, 2003 .  

During the past 14 years a lot of work has been accomplished and a lot of politics have come into play.  My observation is that there have been some successful attempts to ignore the facts for the sake of politics.  

Over time numerous proposals have been offered by each State.  Georgia proposals have been run on computer models to simulate what would have happened historically for various future ACF assumptions applied to actual historic climatic conditions. The output of these computer model exercises generally showed a low Lake Lanier level of 1056’msl, 15 feet below the full Lake Lanier pool level of 1071’msl.  

Actual Lake Lanier history shows a lowest level of 1053’ msl in 1981.  The negative results of that low 1053’ msl level caused the Corps of Engineers to subsequently not draw Lake Lanier down again to that low level, even during worse droughts.  During the 1998 to 2003 drought, when Lake Lanier was not full for 4.5 years, the Lake reached a low level of 1056’ msl, 15’ below full pool.  

For some time now, Georgia and Alabama have been pretty much in agreement on ACF allocations, and twice all three States almost reached an agreement.  Both of those near agreements predicted a lowest Lake Lanier level of 1056’ msl.  

There is a general feeling that eventually the absence of an agreement will result in the issue being litigated, causing the courts to decide the ACF water allocation.  The issue going to the courts does not appear to be popular with any of the States because predicting the outcome is difficult.  It seems that water laws and precedent setting court decisions for our part of the United States are not very specific.  

RECENT ACTIVITY  

The Honorable Sonny Perdue became the Georgia Governor this year.  He has a determined desire to finally produce an ACF agreement among the three States, and has succeeded in getting all three Governors, (Alabama , Florida , and Georgia) to meet personally to work towards an agreement.  The three Governors met in Dothan , Alabama on April 21, 2003 , and in Tallahassee , Florida on May 16, 2003 .  At least one more meeting of the three Governors is expected before reaching an agreement, or concluding that an agreement will not be achieved at this time.  

Governor Perdue and the Georgia ACF negotiators shared the current Georgia considerations with the stakeholders in a June 2, 2003 meeting.  The Georgia presentation during that meeting showed computer simulation results that, based on Georgia ’s current considerations, predicted a lowest Lake Lanier level of 1051’msl. The Georgia considerations producing the 1051’msl level assume that Lake Lanier water will sometimes be released to help replenish West Lake Levels, and that sewer discharges into Lanier will be less than previously anticipated.  The amount of sewer effluent that will be allowed to be returned to the Lake is in doubt because the issue is currently in the courts.  

Other conditions significant to producing the low Lake Lanier level are; satisfying the Florida demanded minimum flows for the Apalachicola River, satisfying predetermined minimum Chattahoochee River flows at Columbus, satisfying predetermined minimum Chattahoochee River flows at Peachtree Creek in Atlanta, and a water allotment for much more agricultural irrigation in South Georgia than has ever been used.  

Unlike many other requirements, there has been no minimum (lowest) Lake Lanier level predetermined, so that the projected Lake Lanier levels are just a result of satisfying the other predeterminations and demands.  

ASSESSMENT  

I believe a low Lake Lanier level of 1051’ msl is unacceptable because of the benefits realized by a fuller Lake .  The 1051’ msl Lake Lanier level will have too great an impact on the 8 million Lake Lanier annual visits and the $5 billion economic benefit produced by Lake Lanier recreation.  During the June 2nd stakeholders meeting I objected to the low 1051’ msl Lanier level, and expressed my thoughts that the Lake should never be allowed to go below 1056’ msl.   When considering the consequences of the last drought that lowered Lake Lanier to 1056’ msl, I conclude that another 5’ lower Lake should not be allowed.  

It was explained in the June 2nd meeting that the 1051’ msl Lake Lanier level would occur a very tiny percentage of the time, and at many other times Lake Lanier levels would be higher than actual history.  However, I remain convinced that low Lake Lanier levels below 1056’ msl are still unfair and unnecessary to achieve the proper balance among water uses.  It should be noted that Lake Lanier would be drawn down to 1051’ msl to satisfy other dry weather concerns that also would occur only a tiny percentage of the time.  

Further alleviation of dry period ACF conditions can be accomplished by changing reservoir management rules to release less water for peak hydropower generation, and for downriver barge navigation.  Satisfying both of those water uses requires huge quantities of water to be released from the reservoirs.  Lake Lanier releases for peak power generation produce a relatively small economic benefit, and past analyses have shown downriver barge navigation to be an economic loser.  

As currently envisioned, an ACF agreement among the three States would be for a period of 30 to 50 years.  Projections of conditions that far into the future are at best very inaccurate, and different actual conditions could cause a lower Lake Lanier level than is now projected.  As discussed earlier, Lake Lanier ’s lowest level, unlike many other ACF considerations, is not a commitment in the current ACF exercises.  The magnitude of Lake Lanier recreation and resultant economic benefits deserve a commitment to a reasonable minimum Lake Lanier level of 1056’msl or higher.  

Georgia should not allow Lake Lanier benefits to be sacrificed for lesser benefits elsewhere.

As of July 24, 2003 I have received no response to the following two letters.

Ronald E. Seder
6355 Barberry Hill Place
Gainesville , Georgia 30506
770-889-1088
ronseder@mindspring.com
 

 

June 5, 2003
 

Harold F. Reheis
Director, Environmental Protection Division
Georgia Department of Natural Resources
East Floyd Tower
205 Butler Street, SE
Atlanta , Georgia
 

Dear Harold, 

I am writing to you to explore some of the points made in the ACF Stakeholders meeting on June 2. 

As you know, I believe that a Lake Lanier level below 1056’ msl (15 feet below full pool) is unwarranted and imposes too much hardship on the Lake Lanier community and businesses. 

The two prior proposals of May 2001 and January 2002, which almost produced agreement among the three States, did not take the Lake below 1056’ msl.  Suddenly last September, during a Governor’s Advisory Council meeting, a low Lake Lanier level of 1051’ msl was exposed.  I wrote to you and Bob Kerr asking for the reason, but I never received a reply to my letter (copy attached). 

You said during last Monday’s meeting that the 1051’ msl resulted from getting information for years 1994 to 2001 which changed the projected low Lake Lanier level, but Page 26 of your September 2002 Governor’s Advisory Council PowerPoint presentation showed 1051’ msl with and without the 1994 to 2001 information, so it appears that your Monday answer may be inconsistent with the September presentation. 

Your June 2 presentation showed a low Lake Lanier level of 1051’ msl if you must reduce the allowed sewer discharge into Lake Lanier , and use Lake Lanier discharges to supplement West Point Lake levels and the river flows below it. 

You said during the Monday meeting that Lake Lanier would not be used to supplement navigation.  However, it appears to me that using Lake Lanier discharges to raise the West Point Lake level, which was partially depleted for navigation, does cause Lake Lanier to provide some navigation support. 

The 1051’ msl low Lake Lanier projection was the result of more sewer discharges into the Chattahoochee River and less into Lake Lanier .  It seems to me that additional discharges into the Chattahoochee River would allow smaller Lake Lanier water releases (less lowering of Lake Lanier levels) to satisfy the Chattahoochee River flows at Peachtree Creek.  Was that taken into consideration in the low Lake Lanier 1051 projection? 

Harold, I suggest that the operating rule curves for the reservoirs be reexamined and changed to better satisfy reservoir level and river flow requirements.  Changing the reservoir operating rule curves may produce less peak power generation (but not total power generation) and reduce specific navigation discharges.  I continue to be convinced that that is a positive trade-off because the power generation produces relatively small revenues for the Federal Government, and past evaluations have shown navigation to be a financial loser. 

I would appreciate a timely answer to this letter. 

Sincerely yours,


Ronald E. Seder

 

Copy:  The Honorable Sonny Perdue, Governor of Georgia

 

Ronald E. Seder
6355 Barberry Hill Place
Gainesville , Georgia 30506
770-889-1088
ronseder@mindspring.com

 

June 5, 2003
 

The Honorable Sonny Perdue
Governor of Georgia
203 State Capitol
Atlanta , Georgia 30334 

Dear Governor Perdue, 

I am writing to follow up on a point you made last Monday evening in the ACF Stakeholder Meeting. 

You indicated that my concern about a low Lake Lanier level of 1051’ msl should not be so strong because the projections showed that low Lake level only a small percentage of the time.  However, that observation could be made relative to the concerns about all lowest reservoir levels and lowest river flows throughout the ACF River System. 

The focus of the ACF considerations for the past 12 years has been on the dry periods of time, also a small percentage.  If we could depend on average rainfall every year these ACF discussions probably would not have been necessary.  But, consideration of periods of rain shortage have forced concentration on how to best allocate the ACF waters to accommodate the demands placed on them. 

I think that considering a low Lake Lanier level of 1051’ msl (20 feet below full pool) is not the right thing for Georgia .  A relatively full Lake Lanier receives more than 7 million annual visits and is worth about $5 billion in economic benefit.  I believe that economic benefit of ACF waters is exceeded only by total water supply uses, and perhaps by total agriculture uses. 

I believe much higher low Lake Lanier levels can be achieved, while satisfying the numeric objectives established for most other demands, by reexamining the benefit of the water used for Buford Dam peak power generation, and all water releases specifically for downriver navigation. 

My understanding is that Buford Dam peak power generation produces annual revenues of about $3 million for the federal government.  That $3 million is very small compared to the economic benefits from other uses of the water, and the federal government may even realize the same $3 million revenue (because of rate calculation methodologies) if the power is only generated as the result of Buford Dam releases for other reasons.  The power would not be generated at the peak power demand time most valuable to the electric power industry, but the tradeoff for other benefits appears to be more than justified. 

Past analyses of ACF navigation shows it to be an economic loser, therefore reducing navigation water releases and applying the saved water to other more valuable uses is a significant economic benefit. 

Governor Perdue, I am encouraged by your goal of producing a good and equitable ACF water sharing agreement.  However, I am convinced that goal is better served by not allowing Lake Lanier to go below a level of 1056’ msl.  I hope my observations here are helpful to you in achieving your goal 

Sincerely yours,
 

Ronald E. Seder 

During its May 21, 2003 meeting the Lake Sidney Lanier Watershed Governance Council voted overwhelmingly to produce the following resolution


A RESOLUTION BY THE LAKE SIDNEY LANIER WATERSHED GOVERNANCE COUNCIL
ALLOCATION OF THE WATERS OF THE APALACHICOLA-CHATTAHOOCHEE-FLINT (ACF) RIVER SYSTEM 

Whereas, the Lake Sidney Lanier Watershed Governance Council was established by the 2000 Georgia General Assembly (HB 1562); and 

Whereas, for over a decade discussions have been ongoing between Florida, Georgia and Alabama to mutually determine how to allocate the waters of the ACF River System; and 

Whereas, the Lake Lanier full pool level is considered to be 1070’ or 1071’ msl, depending on the time of the year; and 

Whereas, in September 2002 Georgia projected a potential Tri-State ACF agreement including a lowest Lake Lanier level of 1051’ msl, and further the Florida Department of Environmental Protection acknowledged this level during the Alabama, Florida and Georgia Governors, Dothan, Alabama meeting on April 21, 2003; and 

Whereas, because Lake Lanier’s watershed of 1040 square miles, is relatively small, refilling Lake Lanier requires considerably more time and rainfall than other reservoirs located within the ACF watershed (during the most recent drought, Lanier did not achieve its full level from June 30, 1998 to February 8, 2003, while other ACF reservoirs were refilled several times); and 

Whereas, Lake Lanier’s lowest historical level of 1053’ msl was reached in December 1981, and as a result of that experience the US Corps of Engineers has not allowed Lake Lanier to go that low in subsequent worse drought years; and 

Whereas, Lake Lanier’s low level was 1056’ msl during the 1998 through 2003 drought; and 

Whereas, Lake Lanier receives more than 7 million visitors each year, and Lake Lanier business and recreation contributes $5 billion to the economy of the State, which is severely impacted by lower Lake Lanier levels; and 

Whereas, the Lake Lanier Watershed contains only 5.3% of the total ACF Watershed, which is comprised of 19,600 square miles, so that lowering Lake Lanier by a very significant 10 to 20 feet may augment the Apalachicola River flows by only 3%; and 

Whereas, the Lake Lanier business and recreation economic benefit is much greater than that of Buford Dam peak hydropower generation; down river flow augmentation to support commercial navigation, and optimizing the mixture of fresh and saline water to maximize production of Apalachicola Bay Oysters; 

NOW, THEREFORE, BE IT RESOLVED that the Lake Sidney Lanier Watershed Governance Council respectfully recommends that Lake Lanier should never be allowed to go below a level of 1056’ msl.

A LAKE LANIER PERSPECTIVE OF THE TRI-STATES ACF WATER NEGOTIATIONS
(Ron Seder 4/7/03)

 INTRODUCTION 

The Tri-States (Alabama, Florida, Georgia) negotiations over water allocations from the Apalachicola-Chattahoochee-Flint River System (ACF) have been on-going for many years.  They really started in 1989 when the Corps of Engineers (COE), with the encouragement of the Atlanta Regional Commission and the State of Georgia, proposed a reallocation of Lake Lanier water to satisfy the growing water supply needs of Metropolitan Atlanta. 

Lake Lanier is used directly for water supplies, hydropower generation, flood control and recreation.  Releases of Lake Lanier water through Buford Dam augment flows of the Chattahoochee and Apalachicola Rivers during dry times for more water supply withdrawals, recreation, dilution of pollutants, down river barge navigation, agriculture irrigation, maintaining preestablished minimum river flows, and to help balance ecosystems. 

The biggest challenge to managing ACF waters comes during drought periods.  If average rainfall would occur according to average historical patterns, managing the ACF waters would not be much of an issue.  So, the focus has been on how to best distribute the water during dry times. 

The waters of the Chattahoochee and Chestatee Rivers originate in north Georgia and flow into Lake Lanier, also in north Georgia.  The Lake Lanier waters discharged through Buford Dam join waters draining off the entire ACF watershed below Buford Dam to discharge into the Apalachicola Bay in the Gulf of Mexico.  There are several reservoirs Between Buford Dam and the Apalachicola Bay, including West Point Lake, Lake George and Lake Seminole.  The flow of the Chattahoochee joins the Flint River (which originates in the Atlanta area) to form Lake Seminole at the Georgia/Florida line.  Water is released from Lake Seminole through Jim Woodruff Dam to become the Apalachicola River. 

During wetter seasons water is stored in the reservoirs’ conservation storage to be released and used during dryer seasons and low rainfall years. 

OFFICIAL AND USABLE LAKE LANIER STORAGE ARE NOT THE SAME 

Lake Lanier is reported to have 60% of the total Reservoir conservation storage on the ACF, therefore Lake Lanier is expected to provide much of the river flow augmentation during dry times. 

Although, on the drawing board, Lanier has 60% of the ACF conservation storage, it is not practical to consider all of the storage as usable during dry times because of the benefits provided by relatively high Lake Lanier levels, drawing the Lake down to the bottom of its conservation storage would be devastating to the area, Lake Lanier has a comparatively small watershed to refill it, there must be high enough Lake Lanier levels to provide adequate water supply assurance for the worst drought yet to be experienced. 

First, Lake Lanier receives 7 to 8 million visits annually, and Lake recreation produces a $ 5 billion economic benefit.  That economic benefit relies on high Lake levels.  The Lake is less attractive and less desirable as Lake levels decline.  An Environmental Impact Statement produced by the COE in 1998 shows that Lake Lanier boater trips at a Lake level of 1065’ msl are only 51% of the boater trips at the full Lake level of 1071’, and the boater trips at a Lake level of 1055 are only 13% of the boater trips at the 1071’ level. 

Second, the bottom of the Lake Lanier conservation storage is officially considered to be 36 feet (1035’ msl) below the top of the conservation storage (1071’ msl).  Dropping Lake Lanier 35 feet would effectively destroy Lake Lanier as it is now known, and it would be devastating to the area.  The lowest historical level of Lake Lanier was during a drought when the Lake was drawn down to a level of 1052.7’ msl on December 23, 1981.  The bottom of the conservation pool is almost 18 feet lower than that lowest historical Lake level.  Because of growth and increased Lake use, relatively high Lake Lanier levels are much more important now than in 1981, and because of that importance, Lake Lanier has not since been lowered to its historical lowest level, even in periods of worse droughts. 

Third, Lake Lanier has a relatively small watershed for the size of the Lake and it is a miniscule proportion of the total ACF watershed.  The Lake Lanier watershed is 5.3% (1040 square miles) of the total ACF watershed (19,600 square miles).  So, on average, as we consider the flow of the Apalachicola River into the Gulf of Mexico, only about 5% of the water originates on the Lake Lanier Watershed.  And because 5% of the watershed, through Lake Lanier, is expected to supplement the water from the remainder of the ACF watershed, its impact on drought river flows is very limited. 

When Lake Lanier water is being released to supplement river flows below the Lake, it must be done with knowledge that the Lake has to be refilled again for its next use.  Lake Lanier does not fill nearly as fast as other reservoirs on the ACF watershed because of its relatively small watershed.  During the drought from 1998 to 2003 Lake Lanier did not reach its full pool level from June 30, 1998 to February 8, 2003.  But, as an example, during that same period West Point Lake was refilled to its full pool level many times.  West Point Lake levels were not drawn down nearly as much as Lake Lanier during that period and West Point is a smaller Lake with a much larger watershed to refill it. 

As the Tri-States ACF discussions have proceeded over the years, it has become apparent that dry time large releases from Lanier have minimal beneficial impact on the flows in the Apalachicola River.  It appears that during a drought, Lake Lanier augmentation makes only about a 3% difference in Apalachicola River minimum flows.  That 3% difference with Lake Lanier augmentation requires 10 to 20 feet lower Lake Lanier levels.  The small percentage Apalachicola River flow change would make it difficult to see any practical difference in the Apalachicola River benefits, while there would be huge negative impacts to the quality of life and the recreational economic contributions provided by a fuller Lake Lanier. 

Fourth, lowering Lake Lanier levels reduces water supply insurance for dry times.  We have not yet experienced the worst drought.  Surely, Lake Lanier must be kept at a level to provide for water supplies during worse droughts yet to come, or other disasters. 

RELATIVE WORTH OF LAKE LANIER WATER USES 

Establishing the relative worth of Lake Lanier water is difficult, but the COE 1998 Environmental Impact Statement, and years of consideration of the issues, have helped. 

Flood Control 

The need to provide adequate flood control storage is obvious. 

Water Supplies 

Providing basic drinking water is a must, but the use of water supply water beyond basic drinking water produces great economic benefits, which gives water supplies one of the highest priorities.  Of Course, realistic water conservation practices, and benefit evaluation of high water users, is needed to realize adequate trade-off considerations with other uses of the water. 

Recreation 

There is recreational activity on all of the ACF River System.  The largest proportion of that recreational activity occurs on Lake Lanier. 

The Lake Lanier quality of life and recreation economic contribution, produced by relatively high Lake levels, makes recreation a high priority use of Lake Lanier water.  Lake Lanier receives 7 to 8 million visits per year and produces a recreational economic contribution of about $5 billion. 

Hydropower 

Hydropower generation requires very large releases of Lake Lanier water.  Hydropower is currently considered a very high priority use of Lake Lanier water, but its economic value is quite small compared to water supplies and Lake Lanier recreation.  Lake Lanier is a handy peak power supplement to electric power needs, but its contribution to peak power needs is miniscule, and it can easily be replaced with other very practical and available peak power sources.  The major benefit of Lake Lanier hydropower is the low price of the power.  Buford Dam hydropower is cheap, having much of its cost based on decades old investments, and free rain.  So, money is really the consideration of whether or not to use Lake Lanier water for power generation, and because Lake Lanier was built with public funds it seems logical that water devoted to peak hydropower generation should be diverted to other more beneficial uses.  Of course, the water released at Buford dam for other uses would still go through the generators and generate electric power, but it would not necessarily be generated at the most cost effective peak power use time. 

Navigation 

Providing down river barge navigation depths requires a lot of water to be released from the ACF Reservoirs.  Those Reservoir water releases can, and have, caused significant lowering of Lake Lanier’s level.  In addition, dredging in the Apalachicola river is also necessary to provide the navigation channel.  The costs to support the small amount of river navigation are not at all justified by the economic returns from that navigation.  An analysis of the material about navigation presented in the COE 1998 Environmental Impact Study shows navigation to be a financial loser. 

Apalachicola Bay Oysters 

What is frequently referred to the “world famous” Apalachicola Bay Oysters are most productive with a mixture of sea water and fresh water from the Apalachicola River, although how much of each, and when it is required, is not well determined.  It has been reported that the annual revenue from the sale of the oysters is about $1.5 million, which the people in the area estimate to be a $20 million benefit to the economy.  Although there are some people whose way of life includes the income from the oysters, the amount of that economic benefit is very small when compared to the benefits of water supplies or Lake Lanier recreation. 

Agriculture Irrigation 

Agriculture irrigation is considered to be a high priority use of ACF waters. 

Much of the irrigation considered in the Tri-States discussions refers to water from the Flint River and the aquifers in the area.  There is a very strong relationship between river water and aquifer water, in that water taken directly from the Flint River or from aquifers reduces the flow in the Flint River. 

During a dry growing season the daily use of water for irrigation can be more than three times greater than the water withdrawals for all of Metropolitan Atlanta’s water supplies. 

One of the purposes of the water releases from Lake Seminole is to satisfy predetermined Apalachicola River minimum flow requirements.  Because the Chattahoochee and Flint Rivers both flow into Lake Seminole, Flint River flows have a direct impact on Chattahoochee River flow requirements.  Less Flint River flow into Lake Seminole increases the demand on the Chattahoochee River to assure the Apalachicola River minimum flows. 

CONCLUSION 

The considerations reviewed here present convincing evidence for retaining enough water in Lake Lanier to keep Lake Lanier levels relatively high.

POTENTIAL FUTURE LOWER LAKE LEVELS EXPOSED

During a Governor's Advisory Council Meeting on September 23, 2002, new possible future low Lake Lanier levels were identified.  My assessment is that those newly identified low Lake Levels are unnecessary, and totally unacceptable to those interested in Lake Lanier aesthetics and recreation.  The following letter is a communication of my dissatisfaction with the newly identified low Lake levels.

As of July 24, 2003 I have received no response to the following letter.

Ronald E. Seder
6355 Barberry Hill Place
Gainesville, Georgia 30506
770-889-1088
ronseder@mindspring.com

 
February 18, 2003

G. Robert Kerr
Director, Pollution Prevention Assistance Division
Georgia Department of Natural Resources
Suite 450
7 Martin Luther King, Jr. Drive
Atlanta, Georgia 30334-9004

Harold F. Reheis
Director, Environmental Protection Division
Georgia Department of Natural Resources
East Floyd Tower
205 Butler Street, SE
Atlanta, Georgia 

Dear Bob and Harold, 

During the last Governor’s Advisory Council Meeting, your presentation showed a minimum Lake Lanier level, from the Stella Model results for Georgia’s March 2002 ACF proposal, to be 1051.4 ft. msl.  That is the first time that I ever saw results showing the minimum Lake Lanier level at anything less than 1055-1056 msl.  The same 1051.4 was shown for both the 1939-1993 and the 1939-2001 unimpaired flows. 

I have a couple concerns.  First, why did 1051.4 suddenly appear?  Second, 1056 ft. msl is already an extremely low Lake Level that tremendously damages the recreation on Lake Lanier, and the Lake’s $5.5 billion contribution to our economy. 

I, and I think almost all people who participate in Lake Lanier recreation, strongly disagree with ever allowing the Lake to go below 1056 ft. msl, even in the worst drought situation.  In fact, I think most people believe that there is no justified reason to allow the Lake to go as low as 1056 ft msl, and there is a lot of merit in that point of view. 

I strongly suggest that the Georgia proposal be altered to never allow the Lake Lanier level to come anywhere close to a disastrously low 1051.4 ft. msl. 

Sincerely,
 

Ronald E. Seder 

TRI-STATE AGREEMENT DEADLINE EXTENDED AGAIN UNTIL JANUARY 31, 2003

TRI-STATE WATER TALKS CONTINUE
(3/20/02) 

It was announced during a Tri-State ACF Commission meeting in Tallahassee on Monday, March 18, 2002 that Florida and Georgia had not reached agreement.  Florida refused to extend the Tri-State ACF water negotiations.  However, before the end of the day Florida reversed its position and agreed to a 90-day extension of the talks. 

Florida said its main issue was that Georgia would not commit to return (treated wastewater), to the ACF system, 58% of the water drawn from the system for Metropolitan water Supplies.  Georgia said it had committed to quantified river flows at the Georgia/Florida line but would not commit to both river flows and a percentage of wastewater return to the ACF system.  During the Monday meeting Alabama and Georgia signed a 90-day extension agreement, but Florida said it would not sign because of irreconcilable differences with Georgia. 

However, Florida did agree later on the 18th, before the 11:59 PM deadline, to extend the talks for another 90 days.

Alabama, Florida and Georgia have been negotiation for several years trying to reach an agreement about how to manage the waters in Apalachicola-Chattahoochee-Flint (ACF) River system.  Decisions about how to manage the ACF are tremendously important to future Lake Lanier levels.  There was a Tri-State ACF Commission meeting on January 15, 2002.  Georgia had sent out another proposal to which Florida responded with their own proposal, making some changes to the Georgia proposal.  In the January 15 meeting the three States had a breakthrough and reached an agreement in principle based on the Florida proposal.  Following is the LLA response to the proposals.

 LAKE LANIER ASSOCIATION, INC.

January 30, 2002 

G. Robert Kerr
Director, Pollution Prevention Assistance Division
Georgia Department of Natural Resources
Suite 450
7 Martin Luther King, Jr. Drive
Atlanta, Georgia 30334-9004 

Harold F. Reheis
Director, Environmental Protection Division
Georgia Department of Natural Resources
East Floyd Tower
205 Butler Street, SE
Atlanta, Georgia 

Dear Bob and Harold: 

The Florida ACF proposal, accepted in principle by Georgia, with a few exceptions looks satisfactory to us because of the Lake Lanier levels you say it will produce.  I have received from your staff model 220 runs “Daily Elevation at Lake Lanier” and “Exceedance Curve of Elevation at Lake Lanier” graphs, representing simulated historical Lake Lanier levels produced by the Florida proposal.  Those graphs show that with this agreement historical Lake Lanier levels would have been significantly higher than actual historical Lake levels. 

However, there are a few things in the proposal that are bothersome to us.  We ask for some changes for the final agreement that we do not think materially effect the agreement, but if ignored could be material to future Lake Lanier levels, water quality and the availability of Lake water for water supplies. 

Treated Sewage Returned to Lake Lanier 

Florida’s proposal in the first paragraph of Subsection 2.2 A says: “The Corps of Engineers (COE) shall operate Buford Dam and Lake Lanier to allow water supply withdrawals from Lake Lanier and from the Chattahoochee River below Buford Dam and above USGS Gaging Station #02338000 totaling up to 705 MGD (1,091 CFS) on an average annual basis so long as total annual average net returns at USGS Gaging Station #02338000 do not go below 58% of the total annual average net withdrawals.” 

As we interpret it, the language allows nothing less than 58% return even if Georgia directly reuses more of its wastewater for both potable and non-potable needs, rather than returning it to the system.  More direct reuse will reduce system withdrawal requirements.  We suggest that a net withdrawal (withdrawals minus returns) limit would be a better objective because it would allow Georgia more flexibility in satisfying both water quality and water quantity requirements for the next 50 years. 

As you know, the LLA and others are currently engaged in a legal action directed at invalidating the permitted Gwinnett County 40 MGD treated sewage discharge into Lake Lanier.  The lawsuit is now in the State Administrative Law Court with the Honorable Judge Jessie R. Altman presiding. 

A limnologist expert witness, “Dr. Jack Jones, testified that the permitted Gwinnett County treated sewage discharge will pollute the Lake, degrading Lake water quality and violating at least one Lake Lanier water quality standard (there is more about Dr. Jones testimony in the attached article).  We think it would be wise for Georgia to recognize the possibility of the LLA and others winning the lawsuit.  Assuming the lawsuit is won, the options of using “gray water” instead of drinking water for more applicable requirements, and recycling wastewater directly or recycling wastewater through a dedicated blend pond into the water supply treatment plant, become even more logical solutions for the growing wastewater of Gwinnett County and others.  Increased wastewater reuse would allow the same water supply need to be satisfied by withdrawing less water from Lake Lanier, but because the wastewater is reused instead of returning it to the system, the 58% return requirement may not be satisfied. 

Raising the Full Level of Lake Lanier 

In Subsection 2.3 A the Florida proposal says: “The COE shall increase the top of the conservation pool of Lake Walter F. George and shall consider increasing the top of the conservation pool of West Point Lake”.  However, increasing the top of the conservation pool on Lake Lanier is not addressed in the Florida proposal.  As you know, your Lake Lanier level assessment relies on raising the top of the Lake Lanier conservation pool to 1071/1072.  We suggest that the new top of the Lake Lanier conservation pool, and the appropriate “Conservation Storage Level and Guide Curves” (as attached to the January 11, 2002 Georgia proposal), be included in the final agreement.  Because some reservoir operation rules in the Florida and Georgia proposals rely on the specific determination of the various operating zones of the reservoirs, it is important to have reservoir operating zones quantitatively identified by elevation in the final agreement.  If the operating zones are not defined in the agreement, the Lake level results intended could be changed by subsequently redefining the operating zones. 

Additional Buford Dam Releases 

Subsection 2.2 D of the Florida proposal says: “the ACF Commissioner for the State of Georgia may require the COE to make additional releases from Buford Dam provided that such additional releases shall not cause the COE to fail to meet the water supply needs specified in Paragraph A of Subsection 2.2 of this Agreement nor cause a violation of the flow requirements specified in Paragraph C of Subsection 2.2 of this Agreement.”  This is bothersome to us because it legitimatizes post agreement additional Lake Lanier lowering Buford Dam releases. 

It looks to us as if we can have a three state agreement, largely satisfying legitimate Lake Lanier level requirements, which Georgia could unilaterally change.  Therefore, those most effected by Lake Lanier levels could convince themselves now that this is a satisfactory Lake level agreement, because of your Lake level assessments based on the agreement, only to have Lake levels lowered after the agreement has been accepted.  We suggest that there be more stringent conditions built into the agreement for making Buford Dam release changes after the three States sign the agreement. 

Conclusion 

We believe we are close to having an agreement that we could wholeheartedly support.  But, the points presented here are serious impediments to that support, at this time, because they could reduce Lake Levels from those produced by the rest of the agreement.  

We ask that you review our observations here and give us your assessment. 

Sincerely,
 

Ronald E. Seder
Vice President


(attachment to above January 30, 2002 letter)
LAKE LANIER ASSOCIATION INC. 

THE PERMITTED GWINNETT COUNTY 40 MGD TREATED SEWAGE DISCHARGE WILL POLLUTE LAKE LANIER 


Background 

During November 2000, the Georgia Environmental Protection Division (EPD) issued a permit to Gwinnett County to discharge 40 million gallons per day (mgd) of treated sewage into Lake Lanier. 

The Lake Lanier Association is convinced that the deterioration of Lake Lanier water quality and the impairment of current and legitimate lake uses should not be tolerated, and that this current permit allowing Gwinnett County to discharge 40 mgd of treated sewage in the Lake should be reversed. 

The LLA tried, while the Lake Lanier water quality standards were being determined, and while the Gwinnett County Lake Lanier sewer discharge permit was being considered, to negotiate satisfactory results to protect Lake Lanier.  The LLA was unable to successfully negotiate with the EPD or Gwinnett County to have appropriate Lake protection alterations made to the Lake standards or the sewer permit, and the sewer discharge permit was issued.  After exhausting all other alternatives, legal action was the only option left for the protection of Lake Lanier. 

The public has been told by Gwinnett County and the EPD that the permitted 40 mgd discharge will not pollute or otherwise harm the lake.  That is not correct.  The permitted sewer discharge will pollute Lake Lanier.  The permit allows the treated sewage discharge to contain much larger concentrations of pollutants, including phosphorus, total suspended solids, chemical oxygen demand and mercury, than the Lake Lanier water into which it is to be released.

Legal Action 

The Lake Lanier Association, Inc. (LLA) is convinced that the preservation of Lake Lanier water quality requires the repeal of this Lake Lanier sewer discharge permit. 

In December 2000, the LLA, the Upper Chattahoochee Riverkeeper Fund, Inc., the Sierra Club, Terence D. Hughey and Save Our Communities Now, Inc. initiated a lawsuit against EPD for issuing the permit.  Gwinnett County sided with the EPD and is taking the lead in defending the permit. 

The lawsuit is now in the State Administrative Law Court with the Honorable Judge Jessie R. Altman presiding.

Dr. Jack Jones, Lake And Reservoir Expert Testimony 

Expert testimony during the trial by Dr. Jack Jones showed that the permitted 40 mgd treated sewage discharge will pollute a portion of Lake Lanier. 

Dr. Jack Jones is a Professor of Limnology (the scientific study of life and phenomena of fresh water, especially lakes and ponds) and chair of the Department of Fisheries and Wildlife, School of Natural Resources at the University of Missouri.  Dr. Jones is an internationally experienced and respected limnologist who teaches undergraduate and graduate classes in limnology, does research in reservoir limnology and has authored approximately 75 peer reviewed articles in his field of study.

Phosphorus, Algae and Chlorophyll Pollution 

During his court testimony on November 15, 2001, Dr. Jones explained that the permitted sewer discharge allows a phosphorus concentration several times greater than the phosphorus concentration of the lake water into which the treated sewage is to be discharged.  The permitted phosphorus allowed in this treated sewage will add about eight (8) tons of phosphorus to the lake each year. 

Dr. Jones further explained that the temperature of the treated sewage discharge, compared to the water temperature at different depths of the lake during the warmer months of the year, will cause the discharge to form a “sewage sandwich” at a depth in its portion of the lake that will promote algae growth, and cause the Lake Lanier chlorophyll standard to be violated.  During the cooler months of the year when the lake surface water is cold, the treated sewage will rise to the surface like a sewage icing. 

Dr. Jones testified, “it (Lake Lanier in the proximity of the sewer discharge) is going to look like a different lake.”  When Dr. Jones was asked, “will the algae blooms interfere with swimming” Dr. Jones stated that “algal blooms can cause dermatitis.  People are hesitant to swim in water that is turbid with algae.  Algae degrades the aesthetics.  They degrade real estate values.”  Dr. Jones also explained that the Lake below the area of the algae blooms “will have lower oxygen and so it will limit the habitat, particularly for the deep floor fishermen, the bass, white crappie, etc.” 

Dr. Jones testified, “You will have algae on the beaches, you will have algae in the center of the lake.  People will boat into that area of the lake and they will just see green, it will be turbid”.

Offset Gwinnett County Sewer Discharge Phosphorus Increases By Reductions Elsewhere? 

With a hint of a possible attempt to counteract the increased phosphorus added to the lake by the Gwinnett County sewer discharge, EPD has said that reducing phosphorus discharges in one part of the lake will allow larger phosphorus discharges in another part of the lake (e.g. the Gwinnett County 40 mgd discharge).  Dr. Jones explained that reductions of phosphorus in another part of the lake would not reduce the water pollution caused by the Gwinnett County treated sewage discharge into its area of the lake. 

Undoubtedly there are portions of the lake that should have phosphorus concentrations lowered, but accomplishing that would not counteract increased pollution in the Gwinnett County discharge portion of the lake. 

Fecal Coliform As An Indicator Of Public Health Safety? 

Dr Jones also testified about the Fecal Coliform permitted in the Gwinnett County sewer discharge. The LLA, during the formation of the Lake Lanier water quality standards in 1999, suggested using E. coli instead of fecal coliform as a measure of public health safety for swimming in the lake.  However, the EPD chose the customary fecal coliform measurement for the lake standards and for the Gwinnett County sewer discharge. 

The Gwinnett County Lake Lanier sewer discharge permit allows a monthly fecal coliform count of 23, as determined by a geometric mean of several lake water samples taken during a month.  Most of us do not know much about the geometric mean calculation and our eyes gloss over when someone tries to explain it, so you will be spared an explanation attempt here.  But, some of the potential negative consequences of using the geometric mean, included in Dr. Jones’ testimony, are important for us to consider.  Dr. Jones explained that the geometric mean allows individual samples of lake water to have very high fecal coliform counts.  The monthly 23 fecal coliform count allowed by the permit could be satisfied with 7 days of 230,000 and 23 days of 2, or 9 days at 23,000, or 12 days at 2,300 or 17 days at 230. 

Certainly, no one should want to swim in waters with fecal coliform counts of 230,000, 23,000, 2,300 or 230. Obviously, the geometric mean calculation is not an adequate indicator of public health safety on any given day.

Mercury 

Now let’s look at the results of Dr. Jones’ testimony regarding mercury discharges into Lake Lanier.  Gwinnett County’s permit contains no limit for mercury.  Dr. Jones testified that mercury accumulates in fish tissue.  Currently there are fish eating advisories for certain species of fish in Lake Lanier because of the amount of mercury in their tissues.  Dr. Jones testified that if there is any mercury in the Gwinnett County sewer discharge it will add to the accumulation of mercury in fish.

Summary 

Dr. Jones’ testimony makes it clear that the permitted Gwinnett County treated sewage discharge into Lake Lanier will pollute Lake Lanier water.  The permitted Gwinnett County treated sewage discharge allows pollutants that will impair current and legitimate uses of the Lake, particularly in the treated sewage discharge area of the lake, including bodily contact with the water. 

LAKE LANIER ASSOCIATION, INC.

June 21, 2001

G. Robert Kerr
Director, Pollution Prevention Assistance Division
Georgia Department of Natural Resources
Suite 450
7 Martin Luther King, Jr. Drive
Atlanta, Georgia 30334-9004 

Harold F. Reheis
Director, Environmental Protection Division
Georgia Department of Natural Resources
East Floyd Tower
205 Butler Street, SE
Atlanta, Georgia 30334 

Dear Bob and Harold: 

We have reviewed the Tri-States material presented to us in the Governor’s Advisory Council meeting on May 18, 2001, and the proposal Florida subsequently put on the web on May 25th.  I have also reviewed some of your computer model outputs with Dave Hawkins of the EPD on June 19th

The material presented at the Governor’s Advisory Council meeting, compared to past proposals and actual history, is encouraging to us.  The model output showed that the parameters anticipated in the next Florida proposal would have caused Lake Lanier levels to always be higher than history with the lowest lake level in the worst historical drought to be 1056’ msl. 

While the material presented at the Governor’s Advisory Council was very encouraging to us, subsequent study and review have raised a few concerns, for which we ask your focus and consideration. 

First, the lowest Lake Lanier levels during dry times are very dependant on the 750 CFS minimum Chattahoochee River flows at Peachtree Creek, therefore, releases 100 to 150 CFS in excess of the 750 CFS could lower the lowest Lake Level from 1056’ msl to 1050’ msl or lower.  A low lake level of 1050 would be unacceptable to the Lake Lanier Association, Lake Lanier recreational users and the $2+ Billion annual recreational economic benefit generated by a Lake Lanier with adequate lake levels. 

We suspect that the Corps of Engineers (COE) does not have very precise measures for the Chattahoochee flows at Peachtree Creek, and because the requirement is for a minimum daily average of 750 CFS the COE may be inclined to release more than the 750 CFS just to be sure that they are satisfying the minimum.  Have you had any discussions with the COE about this?  Can the COE be quite precise on the 750 CFS minimum release? 

Also, the Florida proposal says in section 2.2 A1 that the 750 CFS minimum release may be increased: “if determined by the State of Georgia to be necessary for water quality purposes, 850 CFS during the months of June and September and 950 CFS during the months of July and August”.  From your model runs it appears that releases at those levels would cause the lowest lake level to be much less than 1056’ msl.  Is the State of Georgia going to stick with the 750 CFS minimum release, or will Georgia require larger releases? 

In addition, there is a requirement for greater releases under certain circumstances that might cause the lowest level of Lake Lanier to be about a foot lower than presented in the May 18th meeting.  The Florida proposal says in section 2.2 A2 that additional Buford Dam releases will be made “to help refill West Point Lake or Walter F. George Lake”…………..”For the purpose of meeting the flow requirements”………..”during the months of June, July, August or September in any one calendar year, the COE shall make a release or releases from Buford Dam in excess of the releases made to meet a Peachtree Creek flow requirement of 750 CFS”.  According to the Florida proposal the additional releases can be made at a Lake Lanier level as low as 1060’ msl. 

Second, the Florida Proposal depends on raising the full pool level of Lake Lanier from 1070’/1071’ msl to 1071’/1072’ msl.  We agree with raising the upper level of the lake, but if for some reason this change is withdrawn from the proposal, and everything else remained the same, the lowest lake levels would be lower, making a damaging low lake level even more damaging. 

Last, the Florida proposal says in section 1.2(g) that the Tri-State agreement will not go into effect until “no action, suit or proceeding remains pending before any court or administrative body in which relief is sought to restrain or prohibit the COE from meeting its obligations under this Agreement”.  Therefore, it appears to me that the electric power interests suit against the COE, or any other suit, could hold up implementation of the agreement for a long time.  Am I interpreting this correctly?  Could someone with a lawsuit hold up implementation of this agreement for several years? 

Bob and Harold, before closing this letter, I want to emphasize the Lake Lanier Association’s appreciation for