Findings Of Fact The Respondent is a multi-county water management district which was created by Chapter 25270, Laws of Florida, 1949, and which operates pursuant to the provisions of Chapter 373, Florida Statutes. The District is the local sponsor for the federally-authorized "Central and Southern Florida Project for Flood Control" and as such, operates and maintains various water control facilities and impoundments in South Florida, as authorized and constructed by the Federal Government. The jurisdiction of the District encompasses 16 counties in southern and central Florida, from Marion County in the north to Monroe County in the south. Water Conservation Area 2A is one of several water conservation areas within Respondent's jurisdiction and is a part of the federally-authorized Central and Southern Florida Project for Flood Control. On April 13, June 2, August 10, September 26, October 19, and October 20, 1978, the Governing Board of the District held public hearings and workshop meetings to receive comments from the District staff and the general public concerning the proposed "draw down" or alteration of water levels in Water Conservation Area 2A. Notice of the September 26, 1978 public hearing was published in the Florida Administrative Weekly, Volume No. 4, No. 36, on September 8, 1978. By the terms of the notice, the purpose of the September 26th public hearing was: To provide interested citizens with an opportunity to express their opinions and hear testimony regarding the District's proposal to lower the water level in Conservation Area 2A, located in western Palm Beach and Broward counties. The purpose of the draw down is to con- solidate the bottom sediments so that a more flexible water schedule can be begun to preserve the natural Everglades ecology . . . . After considering information received from staff and the general public, the Governing Board entered its "Order" No. 78-12 dated October 20, 1978 containing findings of fact and conclusions of law. This "order" provided, in pertinent part: That the staff take appropriate measures to accomplish the following: A draw down from current high water levels will be initiated October 31, 1978, with the goal of reducing water levels in the central portion of the marsh to ground level by December 31 (about 11.2 feet msl). From this point, water levels shall be allowed to continue to recede to a minimum level of 9.5' by the end of May, 1979. Water levels will be allowed to rise to about 12.5' msl by October 31, 1979. That the staff take appropriate measures to regulate water levels in Conservation Area 2A between 12.5' and 9.5' msl as provided in Paragraph 1. until November of 1981. That the regulation of Conservation Area 2A be carried out in a flexible manner to insure maximum environmental benefits and that adjustments in water level fluctuations and stages may be made predicated upon the environmental response of the Conservation Area 2A ecosystem resulting from the previous year's hydroperiod. That the staff pursue such research and data collection as is necessary to fully document the conditions of the marsh throughout the three year duration of the project. No formal hearings pursuant to Section 120.57(1), Florida Statutes, were requested as a result of the aforementioned workshop, public hearings or agency action embodied in the "order" of October 20, 1978. It is undisputed that Respondent did not comply with the requirements of Section 120.54, Florida Statutes, relating to rule making in issuing its Order of October 20, 1978. Petitioner, Joe Burgess, is the owner of Hinckle's Bait and Tackle Shop on State Road 84 in Broward County, approximately 12 miles from Conservation Area 2A. Petitioner Burgess derives approximately 60 to 70 percent of his business from customers who use Conservation Area 2A for hunting, fishing, and other recreational purposes. In addition, Petitioner Burgess personally uses Conservation Area 2A for hunting and fishing. Petitioner, Keith Finlayson, is an environmentalist who uses Conservation Area 2A for recreational purposes, including fishing, bird watching, observing animals in their natural habitats and flora identification. Petitioner Finalyson uses Conservation Area 2A for recreational purposes approximately two to three times per week. Petitioner, Concerned Citizens for the Everglades, Inc., is a not-for- profit Florida corporation, some of whose members presently use Conservation Area 2A for hunting, fishing, and other recreational purposes. Other members of the organization derive their living from businesses supported by revenues obtained from the general public directly attributable to "use" of Conservation Area 2A. One of the effects of the "draw down" will be to make certain portions of Conservation Area 2A inaccessible by boat during some periods of the year, thereby curtailing recreational and other use of the those areas. Water Conservation Area 2A, and other such areas within the jurisdiction of Respondent, is surrounded by levies and various water control structures and is operated independently of other water conservation areas, which are also surrounded by levies and water control structures. All of the water conservation areas within Respondent's jurisdiction are subject to different and independent water regulation schedules. The evidence establishes that it is not feasible to apply the same regulation schedule to all water conservation areas due to differences in topography. In fact, it is anticipated that a different regulation schedule for Water Conservation Area 2A will be developed after the current three-year draw down period is concluded. Although originally scheduled to commence on November 1, 1978, the "draw down" of water levels in Conservation Area 2A was delayed as a result of legal actions taken in state courts. As a result, the District did not actually begin the "draw down" until August, 1980.
Findings Of Fact Hammock Dunes is a parcel of land located on the east coast of Florida approximately half way between Daytona Beach and St. Augustine. With the exceptions of a few small parcels separated from the main area, the area in question in this case is that bounded by Malacompra Road to the north, the Atlantic Ocean to the east, and State Road A1A to the south and west. The property is cut at several places from the west boundary, State Road A1A to the east by 16th Road, Jungle Hut Road, and the approach road to the Sheraton Hotel. All of the property at issue in this hearing is owned by either Admiral or its parent company, ITT. The natural terrain is a series of ridges and swales which contain to the west, sea oats, salt palmetto, and coastal scrub in the drier areas. The lower interior ridges contain alternating growth of the above vegetation until one gets to the immediate area of State Road A1A where, because of the fill, oak and other upland vegetation is in evidence. Ditches exist on both sides of each of the cross roads mentioned above. In addition, ditches have been dug in a generally north - south direction following the ridge and swale run of the land and there is also evidence of spoil banks in the southern portion of the property resulting from the dredging of the Florida East Coast Canal. The north/south ditches in question were dug as a part of the mosquito control program carried out over several years starting in 1953 to remove the seasonal breeding ground of salt marsh mosquitoes. In addition to these north/south control ditches, there are other ditches leading away from them which form a part of that system, and there are some permanent waters on the property, primarily at the southern end near the Sheraton Hotel and at the coquina quarry. The dominant vegetation adjacent to the ditches includes a mixture of plants including weeds, disturbance plants, and persistent vegetation. Aerial photographs taken at various times over the period of the last 40 years reflect that the vegetation includes cat tails, bunch grass, wax myrtle, cabbage palms, and salt brush. Many of these ditches are encroached by the growth surrounding them. The existence of cabbage palms serves as a tool to define the swale areas because water conditions are not suitable for these plants in the swales. The swales in question, which basically were the areas in which the drainage ditches were dug, were natural and not man made. According to Dr. Durbin C. Tabb, a consultant in environmental assessment, whose work emphasizes the location, siting, and sensitivity of aquaculture projects, vegetation in areas such as this goes through a progression of species and this progression is used in relic analysis. Dr. Tabb performed a relic analysis on the area in question and based on this, as well as an analysis and examination of extensive aerial photography done of the area, he concluded that prior to the ditching activity, the plant community in the area could be described as a "wet prairie." This is an area of virtual treeless grasses and shrubs growing in an area periodically inundated by water. The zonation of the plants caused by this periodic inundation, as determined by Dr. Tabb, is consistent with wet prairie and that condition, prior to the ditching for mosquito control purposes, was consistent with mosquito breeding. In his analysis, Dr. Tabb found that numerous plants, such as cat tails, maiden cane, pickerel weed, saw grass, spike rush, soft rush, switch grass, button bush, and coastal plain willow, all of which need a moist environment, were extant in the area. Dr. Tabb also concluded that the water in the swales was primarily fresh water. In dry periods, however, in the lower areas, some salt could be sucked up from below ground by capillary action. Another survey of the area was conducted by Jeremy Tyler, the supervisor of the dredge and fill section of the Northeast District of DER, who has performed more than 3,000 jurisdictional determinations over the past 10 years, and who performed the jurisdictional determination for the property in question here. In making his determination, Mr. Tyler looked at various maps, aerial photographs, and information supplied by Admiral Corporation and conducted at least three recent on-sight visits to the property in addition to others conducted in the past. Based on all of this information available to him, Mr. Tyler concluded that certain portions of the Hammock Dunes area were exempt from DER dredge and fill permitting requirements. His conclusions were that the canal running to the intra-coastal waterway and the waterway itself were jurisdictional. Mr. Tyler determined that at least two ditches went through the uplands portion of the area as a part of the mosquito control operation. These ditches were the one at the west side of Malacompra Road which entered into the intra-coastal waterway; another was the westernmost ditch running south into the barge canal at the southeast corner of the property. Both were exempt. The third ditch in the area, that on the most eastern side, was not cut in the mosquito control operation and therefore did not meet the criteria for exemption. On the basis of this, he concluded that DER's jurisdiction extended to the sides of the jurisdictional ditch up about half way northward on the lake in the southeast corner of the property. North of that point, the ditch was cut through a non-jurisdictional uplands area. Mr. Tyler indicated that he would normally follow each ditch up-stream, but, having been made aware of the extent of the mosquito control operation, and the relationship of that operation to the ditches, he concluded that the majority of the ditches in the area were dug during the mosquito control operation and met the criteria for exemption, and, as a result, he did not have to follow them to their source. If he had not been satisfied that the mosquito control district exemption applied, he would have gone up each and every ditch to see where jurisdiction stopped. Prior to publishing an opinion as to jurisdictional limitations, ordinarily the agency will request a legal review of the proposed determination. This was done in the instant case by agency counsel Richard Lee. However, Mr. Tyler made the ultimate determination that the exemption applied in this case. He did not examine the question of whether the ditches constituted a series of lakes connected, so as to support jurisdiction, because since he was satisfied they were dug in mosquito control operations, the exemption applied which obviated any other jurisdictional issue. Robin D. Pyne, a consulting engineer in water resources, has studied the Hammock Dunes property since 1977 when his company was hired to do a water use plan for a neighboring community. Since 1979, he has had substantial opportunity to study the water situation there. Over the years, he has specifically tried to determine if standing water existed between the swales prior to the beginning of the digging of the mosquito control ditches in 1953. In doing his analysis, he relied on historical data, site topography data collections, reports of other agencies, and the work done by other experts. Considering all this, Mr. Pyne found that the soil in the Hammock Dunes area was basically well drained beach sand. Any rainfall on this area would seep in quickly and not run off, as the sand is very porous. During periods of sustained rainfall, the water table rises into the low part of some of the swales. Once the rains stop, however, the water drains off quickly through the ditches, and before they were in place, through the underground drainage which went west to east to the ocean as well as through evaporation. Extrapolation of this theory and its application to known data revealed that prior to the beginning of the mosquito control ditch program in 1953, wet soils were found in the swale bottoms only periodically and the swale bottom water level was determined by the level of the water table in the area. Generally, the swale bottoms would not be wet under average or dry weather prior to the digging of the ditches. The several mathematical calculations made by Mr. Pyne for the period prior to the ditches revealed that generally the average water table was below the bottom of the swale and there is no standing water in the bottom of a majority of the swales. Mr. Pyne concluded that the digging of the ditches may have lowered the water table by approximately one foot overall, but this would not affect his thesis. It is accepted here over that of Mr. Frazee who testified for Petitioner, and whose testimony is discussed in Para 24, infra. Other analysis was conducted by Mr. James H. Humphrey, an aerial cartographer who analyzed photographs of the area in question taken in 1943, 1952 and 1983. The use of a stereo plotter in these analyses delineated swales, ditches, roadways and other features important to the project. Based on the technical tools and procedures available to and used by him in his analysis, Mr. Humphrey is convinced the swales he identified are accurate and using his plotter, the textures of grasses, the tones of grey on the picture, and other like considerations, he was able to determine this outline. Dr. Thomas H. Patton, a geologist with a specialty in geomorphlogy, a study of why land looks as it does, and the relationship of soils to geomorphology, performed studies on the property in question to determine if the swales contained soils indicative of inundated conditions. To determine this, he looked for certain characteristics of the soils in the area to determine if the soils had been inundated for a period of time. In doing so, he first used aerial photographs to get the lay of the land from an overview standpoint defining general trends and the general outline of the land, roads, and other impacts by man. He then took soil samples from the major, the intermediate, and the minor swales and tried to get samples from between the swales to see if there was any interconnection between them. He took samples from soil across the entire width of each swale studied. Soil samples contain and maintain within themselves indications of sustained emergence or saturation. Studying these indicia can show how long the soil was dry (above the water table or below it). If the soils were inundated for a long period, they would show a preservation of a surface decomposed organic layer reflected by a dark grey to black color. This is the primary indication. There are others such as a blue-grey/green coloring of the subsurface and a mottling or sign of reduced condition. This test has been adopted by the Department of Natural Resources and the United States Corps of Engineers. Certain horizons have been defined and identified by letter. These are: O - the top, made up of leaf litter A - the elevated layer - transfer level B - just at or above the water table (normal dark brown color), and BH - the water table level - no clay or organics According to Dr. Patton, it takes a long time for the BH level to accumulate. The process is quicker in a porous soil than a dry soil and the Hammock Dunes area has porous soil. One would not find a BH horizon, however, in a saturated or inundated soil. If the soil is saturated, even a large part of the year, there would be no BH horizon. At the Hammock Dunes site, the emergent soil has a diffused, darker upper surface. Below that comes a much cleaner, greyer sand and beneath that, the zone of accumulation. Dr. Patton's survey revealed to him that soils in the swales were not inundated throughout the year. They were inundated during periods of high rainfall, but because of the porosity of the soil, would drain quickly. On the entire property, he saw only four isolated areas that could be considered wetlands. In the majority of the area, the soils appeared to be emergent soils. Most met the typical horizon picture including a BH zone. Using a specific site as an example, Dr. Patton traced to the BH horizon starting at approximately 42 inches down. The soil started lighter on top and proceeded to get darker as one went down to the zone of accumulation. That indicated that the water table was at or near 42 inches sufficiently during the year to achieve accumulation. Had the water table been nearer the surface more of the year, that would not occur. In Dr. Patton's opinion, this situation, including the water table level, stayed just about at that point all the time for at least a couple of hundred years if not for 1,000 years. This is not to say that the water table will not move during periods of drought and over rain. It will, but those periods are relatively short and the general level of water table where the BH horizon is is just about normally at 42 inches throughout the Hammock Dunes property. In preparing his analysis, Dr. Patton compared the swales work described above with the soils found in what he considered a wetlands area just north of 16th Road to see what a real wetlands soil in this area looked like. He found the latter to be black and mucky and typically wetland. He also took samples from Bonne Terre farms, which is a drained historical wetland. In this wetland, the soil was quite organic at the surface which showed sustained inundation of the surface. He also took samples at a place where Varn Lake comes close to State Road A1A and at that point, it was determined that there had been submergence, saturation, or inundation long enough to constitute a wetlands. The organic material was at a depth which indicated there that originally the area was wetlands but he cannot say when. In general, then, if the interdunal swales had been inundated prior to the dredging operation of the mosquito control ditches, there would have been organic materials still in the bottom of these swales. The time necessary to leach it out would have been several hundred years. Since the BH horizon, with its level of organic material, was located at 42 inches, this indicated that, for the most part, the Hammock Dunes areas with their swales included were not historic wetlands. Dr. Patton agreed with Mr. Pyne that the digging of the mosquito control ditches did not materially lower the water table nor does he believe that except in the worse conditions, in the rainiest of rainy seasons, that the water table in one swale was ever connected to the water table in another. In contrast to the above, Petitioner introduced testimony by various experts and residents which contradicted that referenced above. James M. Frazee, an employee of the St. Johns River Water Management District became familiar with the Hammock Dunes area in connection with a salt water intrusion problem he was working on while employed with the U.S. Geological Survey in 1978 to 1980. During that period, he entered the site at least once a month. Based on his visits at the time, he found the area in question to be a combination of relic dunes with an interdunal lake system which holds water during periods of average to high water levels. His measurements of the water depth between the ridges showed it to be anywhere from 1 1/2 to 2 1/2 feet down. This was during a period when the water table was between 5 1/2 to 6 feet above mean sea level, and was a period of above normal rainfall. During the period 1965 to 1980 there was a period of less than normal rainfall during which the water table fell from the high above to approximately 6 inches above mean sea level. Mr. Frazee contends that the interdunal swales are lakes and ditches dug by the mosquito control district have drained the area. In his opinion, were it not for these ditches, the ground in the swales would be much wetter, but Mr. Frazee cannot indicate by how much. His testimony, contradicted by that of Dr. Patton and Mr. Pyne, is not considered to be consistent with the weight of the evidence. John Labie, an employee of DER specializing in water quality assurance, is familiar with the Hammock Dunes area and examined it as to ditching by a review of numerous aerial photographs and surveys. In his study, he tried to determine what the area looked like originally. In addition to the documentation he reviewed, he also walked a great portion of the area, personally examining the property in question. On the basis of his inquiry, he concluded that the area was previously a wetlands which was dried out by the mosquito control ditches. He admits that his depictions of historical wetlands, on the maps utilized for demonstrative purposes at the hearing, was not based on the same degree of accuracy and sophistication as was the basis for Respondent, Admiral's expert testimony. Another evaluation was conducted by botanist Sydney T. Brinson, an employee of DER, whose job includes the preparation of jurisdictional determinations based on botanical studies. She visited the site herself and determined there are at least three connections to waters of the state and from these connections into the interior of the Hammock Dunes property. She contends then, that if there were not mosquito control exemption, at least some of the ditches would, at least partway up, be jurisdictional. It is her opinion that before the ditches were put in, based on old documentation, the area was a series of coastal dunal lakes and the lakes, as they existed, did not have much plantlife in them. Relying on the U.S. Coastal and Geodetic Survey maps, which refer to much of the areas as "open water," she contends that the area was a system of coastal lakes rather than marshes. Marshes contain vegetation. Lakes generally do not. It is her further opinion that the interdunal waters, as interdunal lakes, total approximately 270 acres. Not all of these are connected at the surface. She feels that all of the individual systems north of the Florida East Coast Canal are more than 10 acres in area and would have to be over 2 inches in depth because of the fact that they are reflected as open water on the USGS maps. Based on her research, she concluded that prior to the digging of the mosquito control ditches, the area was a historic wetland. This opinion is not supported by the weight of the evidence, however. Another expert in soils science, Dar Guam Cheng, visited the site on May 9, 1985, and, in addition, reviewed a 1918 soils map of the area. Back then the area consisted of hydric soils which is a wetlands soils. All types of soils found in the area in 1918 are considered hydric (wetlands) soils. Mr. Cheng, however, took no samples himself on the Hammock Dunes property. His evaluation was based solely on the 1918 map, and is not considered to be of substantial value to the determination of this issue. Burrell Miller, a 76 year old resident of Hammock Dunes since 1979, but who either lived or visited in the area since 1917, indicated that his family homesteaded the area around Malacompra Road in 1920. During the period 1917 through 1943, he recalled, there was always water storage in the Hammock Dunes area. There was, however, not always high water except in the 1926 hurricane. There is, however, fresh water generally there every time it rains and the water generally stays level with the sea level. Mr. Miller recalls that from time to time in years past, boats were needed to cross the savannah to the beach. On other occasions one could wade in water up to one's waist. As he recalls, some of the soil was wet all of the time and never dried out. Mr. Miller's testimony, however, was fragmented and capable of numerous interpretations. It is not given the same weight as the scientific evidence presented by other parties. Nonetheless, another resident, Petitioner, Gerald Schatz, started coming to the area in 1953 and settled there in 1954. Over the years, he has gone into the Hammock Dunes area quite frequently and it is his recollection that along Malacompra Road, there always seemed to be some water, at times, up to the floor board of his pickup truck. He can recall when the mosquito control ditches were started in 1953. Even before he came to the area, Mr. Schatz' father-in- law lived there and always considered it wet. He recalls hearing others also describing the area as being wetlands. During the 1926 hurricane, it was flooded and again in 1957. Before the ditches were installed, there was, to his recollection, substantial standing water. Mr. James J. Miller, state archaeologist for Florida and very familiar with the history of the area, is familiar with the Hammock Dunes area from the work he did on a Development of Regional Impact for the area. Having reviewed records and historical documents relating to this specific area, going back as far as 1605, he concluded that there was no natural waterway extending across the Hammock Dunes area. His study, however, dealt with the issues of navigability of waters not its hydrographics and his study did not deal with the issue of wetlands. Nonetheless, it is clear from the above, that the area was neither open water or a water course at any time in recorded history. The overwhelming weight of the evidence clearly indicated that the Hammock Dunes property was not a historical wetlands within the framework and the intent of the statute or the rule. Admittedly, the area was inundated from time to time, especially after such periods of high rainfall as hurricanes, tropical storms, or above average rainy seasons. During those periods, the standing water which remained for a relatively short period of time was often of such magnitude as to come to the floor board of a pickup truck, or require the use of a skiff or other surface transport over the water to cross it. This clearly accounts for the memory of Mr. Miller as to him using boats to get to the beach and for the recollection of Mr. Schatz who remembered water coming to the floor boards of his truck On the whole, however the scientific evidence presented by Admiral Corporation, including such expert testimony as that of Dr. Patton, Dr. Tabb, Mr. Pyne, and other highly qualified scientists who visited the site and conducted reliable scientific evaluations of the area, all clearly lead to the inescapable conclusion that the area was for the most part and over the long run not a submerged wetland. There can be little question that the majority of the "swales" on Hammock Dunes were either the result of or enhanced by mosquito control ditching operations of the East Flagler Mosquito Control District over the period from 1953 through completion. Though these ditches ultimately connect with the intercoastal waterway or the Florida East Coast Canal, both of which are waters of the state, these connections, with the exception of the ditch west of Varn Lake which is admittedly not exempt, are obviously due to mosquito control activities of EFMCD. According to the best evidence available, the land in question was not a surface water body nor was it connected to a water of the state prior to the construction of the mosquito control ditch system. For the most part, the interdunal swales, which constantly hold water, are less than 10 acres in size and have an average depth of less than 2 feet of water in them throughout the year.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is, therefore, RECOMMENDED that DER take final agency action adopting the preliminary determinations made by its Northeastern District of DER's permitting jurisdiction for the discharge of dredge and fill materials on Hammock Dunes as outlined in the DER Northeast District letter of August 9, 1984 to Admiral Corporation. RECOMMENDED in Tallahassee, Florida this 23rd day of December, 1985. ARNOLD H. POLLOCK Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 23rd day of December, 1985. APPENDIX TO RECOMMENDED ORDER, CASE NO. 84-3604 In the preparation of this Recommended order, the proposed Findings of Fact submitted by Petitioner and Respondent were thoroughly considered and evaluated. As listed below, the individual proposed findings were accepted or rejected by the undersigned as indicated: For the Petitioner: 1) accepted and incorporated in para 30 (a)-(e) accepted but not dispositive of any issue - 6) accepted except for the last sentence of para 6 which is argument rejected as contra the weight of the evidence accepted accepted but immaterial 10 - 12) accepted but not dispositive irrelevant irrelevant irrelevant accepted rejected as irrelevant (a) - (d) accepted - 23) accepted but not controlling 24 - 25) rejected as argument, finding of fact 26 (a) (1) - (4) accepted but not conclusive or definitive 26 (5) rejected as a summary of documentation and not a mapped Findings of Fact 26 (b) - (d) rejected as a summary of testimony and not a finding of fact rejected as a summary of testimony and not a finding of fact rejected 29 (a) - (d) rejected as argument summarization of testimony rather than Findings of Fact rejected as a summary of testimony rather than Finding of Fact accepted 32 - 36) accepted rejected as contra to the weight of the evidence rejected as summary of testimony and not Finding of Fact rejected as contra to the weight of the evidence and argument rather than Finding of Fact rejected as summary of testimony and not Finding of Fact 1st and 2nd paras accepted, but 3rd paragraph rejected as not the better evidence rejected as argument and not Finding of Fact 43 - 44) accepted accepted rejected as contra to the weight of the evidence accepted as to the severance of Varn Lake from the major canal but rejected as to contra to the weight of the evidence as to the historical connection rejected as contra to the weight of the evidence accepted accepted that Mr. Labie made such a "finding" but the finding is rejected as contra to the weight of the evidence 51 - 52) rejected as recitations of testimony and not Findings of Fact 53) rejected as far as categorization of the periodic wet areas as "lake systems" 54) accepted as a statement of Mr. Schatz's recollection accepted as a statement of the contents of a writing not dispositive of the issue 57 - 59) accepted 60) rejected as contra to the weight of the evidence For the Respondent: accepted accepted accepted except for the term "swales" which is used merely descriptively and not binding as to definition accepted accepted 5 (a) - (c) rejected as recitations of testimony rather than Findings of Fact 5 (d) - (8) accepted rejected as contra to the weight of the evidence. Petitioner's witnesses' testimony was, in general, in disagreement with that of Respondent's witnesses. However, as stated in the Recommended Order, the weight and quality of Respondent's evidence prevailed. (o) - (q) accepted not as fact but as a recitation of the evidence presented by each witness (a) - (c) accepted - 11) accepted 12) accepted COPIES FURNISHED: Victoria Tschinkel Secretary Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 Deborah Getzoff, Esquire Ross Burnaman, Esquire Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 Randall E. Denker, Esquire Lehrman & Denker Law Offices 103 North Gadsden Street Post Office Box 1736 Tallahassee, Florida 32302 Timothy Keyser, Esquire Post Office Box 92 Interlachen, Florida 32048 Carlos Alvarez, Esquire Carolyn S. Raepple, Esquire Hopping Boyd Green & Sams 420 First Florida Bank Bldg. Post Office Box 6526 Tallahassee, Florida 32314 =================================================================
The Issue The issue is whether Respondent Koreshan Unity Foundation, Inc., is entitled to a environmental resource permit for the construction of a wooden footbridge over the Estero River east of U.S. Route 41 and authorization to obtain by easement a right to use sovereign submerged lands.
Findings Of Fact Respondent Koreshan Unity Foundation, Inc. (Koreshan) is a not-for-profit corporation dedicated to the preservation of the Koreshan heritage. Koreshan derives its heritage from a largely self-sufficient community that occupied land in south Lee County. For several years, Koreshan has owned a parcel of 14.56 acres at the southeast corner of U.S. Route 41 and the Estero River. This parcel is bounded on the south by Corkscrew Road and contains an amphitheater and historical house, midway between the river and Corkscrew Road. The south end of this parcel contains a museum and parking area with access to Corkscrew Road. The approximate dimensions of the 14.56-acre parcel are 544 feet along the river, 496 feet along Corkscrew Road, and about 1273 feet along the west and the east property lines. The west property line is U.S. Route 41. The right-of-way for U.S. Route 41 is wider at the southern two-thirds of the parcel than the northern one-third of the parcel. A sidewalk runs on the east side of U.S. Route 41 from north of the river, across the U.S. Route 41 bridge, along the west boundary of Koreshan's property, at least to an entrance near the middle of the 14.56-acre parcel. In October 1996, Koreshan acquired 8.5 acres of land at the northeast corner of the U.S. Route 41 and the river. The purpose of the acquisition was to provide parking for persons coming to Koreshan-sponsored events, such as music performances, at the 14.56-acre site. Koreshan rents a small portion of this northerly parcel to a canoe-rental business, which operates where the bridge and river meet. To assist their visitors-some of whom are elderly and disabled--in gaining access to the 14.56-acre site, on November 26, 1996, Koreshan filed an application for a permit and authorization to construct a wooden footbridge across the Estero River about 315 feet east of the U.S. Route 41 bridge. The source of the Estero River is to the east of the U.S. Route 41 bridge and the location of the proposed bridge. After passing under the U.S. Route 41 bridge, the river runs along the Koreshan state park, which is a short distance east of U.S. Route 41, before it empties into the Gulf of Mexico at Estero Bay, which is a state aquatic preserve. The portion of the river at the site of the proposed bridge is an Outstanding Florida Waterway (OFW) and a Class III water. The river is popular with canoeists and kayakers. Persons may rent canoes and kayaks at the canoe rental business operating on the 8.5-acre parcel or the Koreshan state park. Although most canoeists and kayakers proceed downstream toward the bay, a significant number go upstream past the U.S. Route 41 bridge. Upstream of the bridge, the river narrows considerably. Tidal currents reach upstream of the U.S. Route 41 bridge. At certain tides or in strong winds, navigating a canoe or kayak in this area of the river can be moderately difficult. Even experienced canoeists or kayakers may have trouble maintaining a steady course in this part of the river. Less experienced canoeists or kayakers more often have trouble staying on course and avoiding other boats, the shore, vegetation extending from the water or shoreline, or even the relatively widely spaced supports of the U.S. Route 41 bridge pilings, which are about 30 feet apart. Mean high water is at 1.11 feet National Geodetic Vertical Datum. The deck of the proposed footbridge would be 9 feet, 6 inches wide from rail to rail and 16 feet wide in total. The proposed footbridge would extend about 180 feet, spanning 84 feet of water from shore to shore. The bridge- ends would each be about 50 feet and would each slope at a rate of 1:12. The proposed footbridge would rest on nine pilings: four in the uplands and five in the submerged bottom. The elevation of the bottom of the footbridge from the water surface, at mean high water, would be 8 feet, 8 inches. The distance between the centers of the pilings would be 14 feet, and each piling would be of a minimum diameter of 8 inches. According to a special permit condition, the pilings would be treated with chromated copper arsenate, as a preservative, but they would be wrapped in impermeable plastic or PVC sleeves so as, in the words of the proposed permit, "to reduce the leaching of deleterious substances from the pilings." The proposed permit requires that the sleeves shall be installed from at least 6 inches below the level of the substrate to at least 1 foot above the seasonal highwater line and shall be maintained over the life of the facility. The proposed permit also requires that the footbridge be limited to pedestrian traffic only, except for wheelchairs. The permit requires the applicant to install concrete-filled steel posts adjacent to the bridge to prevent vehicles from using the bridge. The proposed permit requires that Koreshan grant a conservation easement for the entire riverbank running along both shorelines of Koreshan's two parcels, except for the dock and boat ramp used by the canoe-rental business. The proposed permit also requires Koreshan to plant leather fern or other wetland species on three-foot centers along the river banks along both banks for a distance of 30 feet. The proposed permit states that the project shall comply with all applicable water quality standards, including the antidegradation permitting requirements of Rule 62-4.242, Florida Administrative Code. Respondents did not raise standing as an affirmative defense. It appears that Petitioners or, in the case of corporate Petitioners, members and officers all live in the area of the Estero River and use the river regularly. For instance, Petitioner Dorothy McNeill resides one mile south of the proposed bridge on a canal leading to the Estero River, which she uses frequently. She is the president and treasurer of Petitioner Estero Conservancy, whose mission is to preserve the Estero River in its natural state. Petitioner Ellen W. Peterson resides on Corkscrew Road, 300-400 feet from the proposed footbridge. For 26 years, she has paddled the river several times weekly, usually upstream because it is prettier. She formerly canoed, but now kayaks. The record is devoid of evidence of the water- quality criteria for the Estero River at the time of its designation as an OFW or 1995, which is the year prior to the subject application. Koreshan has not provided reasonable assurance that the proposed footbridge would not adversely affect the water quality of the Estero River. Although the site of the proposed footbridge is devoid of bottom vegetation and there is no suggestion that this is anything but a natural condition for this part of the riverbottom, there is evidence that the proposed footbridge would adversely affect the water quality in two respects: turbidity caused by the pilings and leaching from the chromated copper arsenate applied to the pilings. The turbidity is probably the greater threat to water quality because it would be a permanent factor commencing with the completion of the installation of the pilings. The leaching of the heavy metals forming the toxic preservative impregnated into the pilings is probable due to two factors: damage to the PVC liner from collisions with inexperienced boaters and high-water conditions that exceed 1 foot over mean high water and, thus, the top of the liner. Both of these factors are exacerbated by flooding, which is addressed below. Koreshan also has failed to provide reasonable assurance that the proposed footbridge is clearly in the public interest under the seven criteria. The proposed footbridge would adversely affect the public health, safety, or welfare and the property of others through exacerbated flooding. South Lee County experienced serious flooding in 1995. In response, Lee County and the South Florida Water Management District have attempted to improve the capacity of natural flowways, in part by clearing rivers of snags and other impediments to flow, including, in the case of the Imperial River, a bridge. One important experience learned from the 1995 floods was to eliminate, where possible, structures in the river, such as snags and pilings, that collect debris in floodwaters and thereby decrease the drainage capacity of the waterway when drainage capacity is most needed. Longer term, the South Florida Water Management District is considering means by which to redirect stormwater from the Imperial River drainage to the Estero River drainage. The addition of five pilings (more as the river rose) would exacerbate flooding. On this basis alone, Koreshan has failed to provide reasonable assurance. Additionally, though, the HEC II model output offered by Koreshan does not consider flooding based on out-of-banks flows, but only on the basis of roadway flows. In other words, any assurances as to flooding in the design storm are assurances only that U.S. Route 41 will not be flooded, not that the lower surrounding land will not be flooded. Koreshan failed to provide reasonable assurance that the proposed activity would not adversely affect the conservation of fish and wildlife, for the reasons already stated with respect to water quality. Koreshan failed to provide reasonable assurance that the proposed activity would not adversely affect navigation or the flow of water. The flow of water is addressed above. Navigation is best addressed together with the next criterion: whether the proposed activity would adversely affect fishing or recreational values or marine productivity in the vicinity of the activity. Despite the presence of only two public launch sites, boating is popular on the Estero River. Reflective of the population growth of Collier County to the south and the area of Lee County to the north, the number of boaters on the Estero River has grown steadily over the years. The canoe- rental business located on the 8.5-acre parcel rented canoes or kayaks to over 10,000 persons in 1996. Many other persons launched their canoes or kayaks for free from this site and the nearby state park. Lee County businesses derive $800,000,000 annually from tourism with ecotourism a growing component of this industry. The Estero River is an important feature of this industry, and the aquatic preserve at the mouth of the river and the state park just downstream from the proposed footbridge provide substantial protection to the scenic and environmental values that drive recreational interest in the river. It is unnecessary to consider the aesthetic effect of a footbridge spanning one of the more attractive segments of the Estero River. The proposed footbridge and its five pilings effectively divide the river into six segments of no more than 14 feet each. This fact alone diminishes the recreational value of the river for the many canoeists and kayakers who cannot reliably navigate the U.S. Route 41 bridge pilings, which are more than twice as far apart. As to the remaining criteria, the proposed footbridge would be permanent and the condition and relative value of functions being performed by areas affected by the proposed activity is high. There is conflicting evidence as to whether the proposed footbridge would adversely affect the remnants of an historic dock, but it is unnecessary to resolve this conflict. The mitigation proposed by Koreshan does not address the deficiencies inherent in the proposed activity.
Recommendation It is RECOMMENDED that the Department of Environmental Protection enter a final order dismissing the petition of Petitioner Council of Civic Associations, Inc., and denying the application of Respondent Koreshan Unity Foundation, Inc., for an environmental resource permit and authorization to obtain an easement for the use of sovereign land. DONE AND ENTERED this 3rd day of August, 1998, in Tallahassee, Leon County, Florida. ROBERT E. MEALE Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 Filed with the Clerk of the Division of Administrative Hearings this 3rd day of August, 1998. COPIES FURNISHED: Kathy Malone Vice President and Treasurer Council of Civic Associations, Inc. Post Office Box 919 Estero, Florida 33919-0919 Reginald McNeill Dorothy McNeill, President Estero Conservancy, Inc. 26000 Park Place Estero, Florida 33928 Mark E. Ebelini Humphrey & Knott, P.A. 1625 Hendry Street, Suite 301 Fort Myers, Florida 33901 Phyllis Stanley, President 12713-3 McGregor Boulevard Fort Myers, Florida 33919 Cathy S. Reiman Cummings & Lockwood Post Office Box 413032 Naples, Florida 34101-3032 Francine M. Ffolkes Department of Environmental Protection Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Kathy Carter, Agency Clerk Department of Environmental Protection Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 F. Perry Odom, General Counsel Department of Environmental Protection Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000
Findings Of Fact On June 27, 1979, Petitioner applied to the St. Johns River District Office of Respondent for a permit to conduct dredge and fill activities on his property on Johnson Lake near DeLeon Springs, Volusia County, Florida. On July 10, 1979, within thirty days of the filing of the permit application, Respondent requested additional information to complete the permit application, which information was received by Respondent on July 20, 1979. In his permit application, Petitioner seeks to dredge approximately 833 cubic yards of fill material from the bottom of Johnson Lake and deposit that material landward on his property in order to provide waterfront access. Johnson Lake is a small sinkhole lake, with a surface area of approximately 17 acres. The lake consists of two lobes connected by a marshy area traversable by boat. The north lobe of the lake, on which Petitioner's property is located, has a surface area of approximately 7 acres and an average depth of more than two feet throughout the year. The maximum depth of the north lobe of Johnson Lake exceeds thirty feet. Property abutting the shoreline of the north lobe is owned by more than one person. The area which Petitioner proposes to dredge is a heavily vegetated submerged point of land extending from Petitioner's uplands into the waters of the lake. Petitioner proposes to increase the slope of his lake front by relocating materials from the lake bottom landward toward his property, thereby increasing water depth in the lake adjacent to his property by approximately one foot. Petitioner's permit application contains no engineering or other detail demonstrating the manner by which turbidity associated with the project will be controlled either during or after the proposed dredge and fill activities are conducted. In addition, the application contains no data concerning the potential impact of the project on existing water quality in Johnson Lake. However, after receipt of the permit application, Respondent caused a field assessment of the project to be con- ducted. This field assessment revealed that the project site is dominated by a plant community consisting primarily of maidencane, bullrushes and rushes. Each of these species are found in the "submerged lands" vegetative index for fresh waters contained in Rule 17- 4.02(17), Florida Administrative Code. Aquatic vegetation such as that found on Petitioner's property and in the adjoining waters of Johnson Lake aids in both the assimilation of nutrients and filtering of deleterious substances from the waters of the lake and from upland runoff. These types of vegetation in Johnson Lake also provide a habitat for wildlife. Among the fish species present in Johnson Lake are darters, whose presence is indicative of good water quality. Because darters are very oxygen sensitive, it is likely that dissolved oxygen levels in Johnson Lake are in excess of five milligrams per liter. These darters were collected only in marsh areas of the lake, and not in front of areas where the shoreline of Johnson Lake has been previously disturbed by dredging. The existence of good water quality in the lake is due at least in part to the cleansing function of this marsh vegetation which would he removed if the subject permit were granted. Respondent has previously issued permits for dredge and fill activities to other property owners on the north lobe of Johnson Lake. In addition, several other instances of dredging by property owners have occurred on Johnson Lake, at least one of which resulted in Respondent's instituting an enforcement action to cause the affected area to be restored. Approximately 30 percent of the shoreline of the north lobe of Johnson Lake had been disturbed in some fashion at the time of final hearing in this cause. If Petitioner's application is granted, the percentage of shoreline disturbed would increase to approximately 50 percent. Destruction of as much as 20 percent of the littoral zone of a water body may be expected to result in measurable adverse effects on water quality. This adverse effect has been linked to destruction of the nutrient removal capacity of aquatic vegetation. Removal of aquatic vegetation can also result in setting off an algal bloom cycle in the affected water body because of increased nutrient loadings. This algal bloom cycle could, in turn, result in lowering the dissolved oxygen content of the lake, thereby adversely affecting both plant and animal communities. Petitioner has pointed out to the Hearing Officer the earlier case of McPhail v. State of Florida, Department of Environmental Regulation, DOAH Case No. 79-2174, in which a Hearing Officer from the Division of Administrative Hearings recommended the issuance of a dredge and fill permit to a neighbor of Petitioner on the north lobe of Johnson Lake. That recommendation was later adopted by Respondent by issuance of a final order. Petitioner suggests that his application is essentially similar to that of the Petitioner in McPhail, and should, therefore, be granted. However, there is no evidence of record in this proceeding, as there apparently was in McPhaiI, that establishes that no permanent adverse effects will result from the conduct of dredge and fill activities as presently proposed in Petitioner's permit application. In fact, evidence of record in this proceeding clearly establishes that removal of the quantity of aquatic vegetation in the manner proposed by Petitioner could reasonably be expected to have a measurable adverse impact on water quality in Johnson Lake. Further, it is clear that the proposed dredging activity could reasonably be expected to result in short-term turbidity of the water in Johnson Lake, and petitioner in his application has neither attempted to assess the potential impact of turbidity, nor has he proposed any safeguards to limit the effect of that turbidity. The evidence of record in this proceeding clearly establishes that the dredge and fill activity, if conducted as presently proposed, could reasonably be expected to result in lowering the dissolved oxygen content of the water in Johnson Lake, a potential overloading of nutrients in that water body, and short-term and long-term increases in turbidity. It is difficult to address the question of the extent of the potential impact of the proposed activity because nothing submitted by Petitioner either in his permit application or at final hearing in this cause directly addresses this issue in a competent fashion. It should be noted here that the record herein indicates that Petitioner might obtain the desired waterfront access which he seeks by redesigning his project to reduce its size, or, alternatively, by incorporating in his proposal a dock-type structure which would not require such extensive alterations in the littoral zone of Johnson Take. Both Petitioner and Respondent have submitted proposed findings of fact for consideration by the Hearing Officer in this proceeding. To the extent that those proposed findings of fact have not been adopted in this Recommended Order, they have been rejected as either not having been supported by the evidence, or as being irrelevant to the issues in this proceeding.
The Issue The issue is whether an Environmental Resource Permit (ERP) and a Letter of Consent to Use Sovereignty Submerged Lands (Letter of Consent) should be issued to Respondent, Palm Beach County (County), authorizing it to fill 7.97 acres of submerged lands for a restoration project in Lake Worth Lagoon.
Findings Of Fact Based upon all of the evidence, the following findings are determined: The Parties Trump is the owner association for a two-towered residential and commercial condominium building located at 525 South Flagler Drive in downtown West Palm Beach, upland and west of the project site in the Lagoon. Each tower rises thirty floors and together they have of two hundred twenty units. The first five floors are common areas including a lobby on the first floor, while a pool and patio are located on the fifth floor of the north tower. The property is separated from the Lagoon by Flagler Drive, a four-lane divided road with landscaping and sidewalks which runs adjacent to, and on the western side of, the Lagoon. There is no dispute that Trump has standing to initiate this action. Flagler owns, manages, and leases two multi-story office buildings located at 501 Flagler Drive on the upland real property directly west of the project location. Like the Trump property, the Flagler property is separated from the Lagoon by Flagler Drive. There is no dispute that Flagler has standing to participate in this matter. The County is a political subdivision of the State and is the applicant in this proceeding. The Department is the state agency with the authority under Part IV, Chapter 373, Florida Statutes,2 to issue to the County an ERP for the project, as well as authority as staff to the Board of Trustees of the Internal Improvement Trust Fund (Board of Trustees) to authorize activities on sovereign submerged lands pursuant to Chapter 253, Florida Statutes, and Chapter 18-21. Background On October 29, 2007, the County submitted to the Department its Joint Application for an ERP and Letter of Consent to use sovereignty submerged lands in the Lagoon owned by the Board of Trustees. The application was assigned File No. 50- 0283929-00. After an extensive review process, including three requests for additional information, on August 12, 2008, the Department issued its Notice of Intent authorizing the County to fill 7.97 acres of submerged lands in the Lagoon with approximately 172,931 cubic yards of sand and rock material to create the following: (a) approximately 1.75 acres of red mangrove habitat including 1.52 acres of mangrove islands and 0.23 acres of red mangrove planters; (b) approximately 0.22 acres of cordgrass habitat; (c) approximately 0.90 acres of oyster habitat; (d) approximately 3.44 acres of submerged aquatic vegetation habitat; and (e) a 10-foot by 556-foot (5,560 square feet) public boardwalk with two 3-foot by 16-foot (48 square feet) educational kiosk areas and a 16-foot by 16-foot (256 square feet) observation deck for a total square footage of approximately 5,912 square feet. The Notice of Intent also included a number of general and specific conditions particular to this project. Trump (by timely Petition) and Flagler (by intervention) then challenged the Notice of Intent. They contend generally that the project unreasonably infringes upon or restricts their riparian rights and fails to meet the permitting and consent to use criteria set forth in Chapters 18-21 and 40E-4, as well as Chapter 373, Florida Statutes, and Section 253.141, Florida Statutes. Conflicting evidence on these issues was presented at the hearing. The conflicts have been resolved in favor of the County and the Department, who presented the more persuasive evidence. The Project The project area is a cove in the Lagoon, a Class III water body which extends within the County from North Palm Beach to Manalapan. The western side of the water body in the project area is lined with a vertical concrete seawall approximately 6.64 feet above the mean low water line. The waters immediately adjacent to the Trump and Flagler upland property are generally two to five feet deep along the seawall. To the east lies the island of Palm Beach, to the south is the Royal Park Bridge, which connects West Palm Beach and the Town of Palm Beach, while to the north is the Flagler Memorial drawbridge. The Lagoon is approximately 2,000 feet from shore to shore. The Intracoastal Waterway (ICW) runs roughly through the middle of the Lagoon in a north-south direction. Currently, there is an artificial dredge hole in the project area around four hundred feet from the western seawall. The dredge hole, which descends to approximately twenty feet at its deepest location, is filled with muck, which can be re- suspended by wave energy into the water, blocking the sunlight necessary for the support of biotic life. The muck covers the natural hard bottom, consumes oxygen, and presents an unsuitable environment for benthic organisms. The dredge hole is too deep to support seagrasses. The project calls for filling the dredge hole to intertidal elevations, i.e., between the high and low tide elevations, for mangroves and elevations suitable for seagrass. In all, approximately 173,000 cubic yards of fill will be placed in and around the hole to build up three separate islands within the project footprint, on which the County will plant 10,000 red mangroves, which naturally grow between fifteen and twenty-five feet in height. (The County estimates that eighty to ninety percent of the mangroves will survive and grow to a height of at least fifteen feet.) The top of the islands, not including mangroves, will be just below the mean high water mark. The County also proposes locating planters along the seawall and oyster reefs along the southern end of the project. The planters are designed to extend out approximately twenty feet from the seawall and will be placed on sovereign submerged lands. The last five feet will consist of limestone rock. Mangrove, spartina, and seagrass habitats will provide a biodiverse source of food and habitat for other species, and occurs naturally within the Lagoon but has been lost over time. Oyster habitat is proposed for additional bio-diversity and to provide a natural water filtration function. From the County's perspective, the restoration project would be incomplete without all the habitats proposed. The planters will be at an intertidal elevation, planted with red mangroves and spartina, and faced with rock to reduce wave energy in the area. The oyster reefs are rock structures designed to rise one foot above mean high water line for visibility to boaters. The project also includes a boardwalk and attached educational kiosks on the south side of the project to bring the public in contact with the habitats. The County will maintain the boardwalk, empty the trash daily, and open/close the gates at sunrise/sunset. The County proposes a minimum ten-foot buffer between seagrass beds and the fill area. The project is part of the County's Lagoon Management Plan, which outlines the County's restoration goals within the Lagoon. The County has performed numerous other restoration projects within the Lagoon to re-introduce mangrove and seagrass habitat, such as Snook Island, which consisted of filling a 100- acre dredge hole, installing mangrove islands, seagrass flats, and oyster reefs. The Snook Island project restored mangrove habitat and recruited fish and bird species, including endangered and threatened species. Snook Island has remained stable, with no sediment deposition or erosion. The County intends to fill the dredge hole with native lagoon bottom sediment. A clam-shell machine will deposit the sediment below the water line to reduce turbidity. Sediment will be placed around the edges of the dredge hole, reducing the velocity of the fill as it settles to the bottom and encapsulates the muck, as required by Draft Permit Special Condition No. 19. The County will use turbidity curtains, monitor conditions hourly, and stop work if turbidity levels rise beyond acceptable standards. These precautions are included in Draft Permit Conditions 12, 13, and 14. The County will use construction barges with a four- foot draft to avoid propeller dredge or rutting and will place buoys along the project boundary to guide the construction barges, precautions integrated into the Draft Permit conditions. The County's vendor contracts require maintenance of construction equipment to prevent leakage. A similar condition is found in the Draft Permit. Both the intertidal and seagrass flats elevations at the top of the islands will be built at a 4:1 slope; elevations subject to wind and wave energy will be reinforced with a rock revetment constructed of filter cloth and rock boulders. Seagrass elevations will have no reinforcing rock because they are deep enough to avoid significant currents. Proposed drawings were signed and sealed by a professional engineer. The ERP Criteria To secure regulatory approval for an ERP, an applicant must satisfy the conditions in current Rules 40E-4.301 and 40E- 4.302. The first rule focuses primarily on water quantity, environmental impacts, and water quality. The latter rule requires that a public interest balancing test be made, and that cumulative impacts, if any, be considered. Also, the BOR, which implements the rule criteria, must be taken into account. a. Rule 40E-4.301 21. Paragraphs (1)(a), (1)(b), (1)(c), (1)(g), (1)(h), and (1)(k) and subsections (2) and (3) of the rule do not apply. Although Trump and Flagler have focused primarily on paragraphs (1)(d), (f), and (i) in their joint Proposed Recommended Order, all remaining criteria will be addressed. Paragraph (1)(d) requires that an applicant give reasonable assurance that the proposed activity "will not adversely affect the value of the functions provided to fish and wildlife and listed species by wetlands and other surface waters." Based on the project design, the filling of the dredge hole and capping of muck, the restoration of seagrass habitat, and the creation of mangrove habitat, the project will have no adverse impacts but rather will be beneficial to the value of functions for fish and wildlife. Paragraph (1)(e) requires that an applicant give reasonable assurance that the proposed activity will not adversely affect the quality of receiving waters. The County will be required to manage turbidity that may be generated from the project. In part, the turbidity will be contained by the proposed construction method for filling the dredge hole. As noted earlier, the native sand will be deposited using a clamshell-type arm to dump the sand under the water around the periphery of the edge of the downward slope of the dredge hole. This will continue around the periphery of the hole, building up a lip and letting it slide down towards the bottom of the hole, squeezing the muck into the center of the hole and beginning to encapsulate it. Once there are several feet of native sand over the muck to encapsulate it, the County will resume the filling at the target rate. Subsection 4.2.4.1 of the BOR requires that the County address stabilizing newly created slopes of surfaces. To satisfy this requirement, the County will place the fill at a 4:1 slope. The outer edge of the mangrove islands slope back to a 4:1 slope and use rock rip-rap to stabilize that slope. Also, filter cloth, bedding stones, and boulders will be used. Because water currents slow near the bottom, the 4:1 slope for the seagrass elevations on the bottom will not de-stabilize. There will be turbidity curtains around the project area. Those are floating tops and weighted bottoms that reach to the bottom and are intended to contain any turbidity that may be generated by the project. Specific Conditions 12, 13, and 14 require extensive monitoring of turbidity. The County proposes to use a barge with a draft no greater than four feet. This aspect of the project will require a pre-construction meeting and extensive monitoring throughout the project. As a part of the application review, the County performed a hydrographic analysis which was coordinated with and reviewed by the Department staff. There are no expected debris or siltation concerns as a result of the project. The more persuasive evidence supports a finding that over the long term, the project is expected to have a beneficial effect on water quality. By filling the dredge hole and providing habitat for seagrass, mangroves, and oysters, the project will provide net improvement to water quality. The requirements of the rule have been met. Paragraph (1)(f) requires that the applicant provide reasonable assurance that the activities will not "cause secondary impacts to the water resources." More detailed criteria for consideration are found in BOR Subsection 4.2.7. The County has provided reasonable assurance that through best management practices, it will control turbidity. Also, Specific Conditions in the proposed permit require that water quality monitoring be conducted throughout the process. There will be no impacts to upland habitat for aquatic or wetland dependent species. This is because a vertical seawall is located upland of the project site, and no surrounding uplands are available for nesting or denning by aquatic or wetland dependent listed species. A secondary impact evaluation also includes an evaluation of any related activities that might impact historical and archaeological resources. There are, however, no historical or archaeological resources in the area. If resources are uncovered during the project, Draft Permit conditions require notification to the Department of State. Finally, there are no anticipated future activities or future phases on the project to be considered. Rule 40E-4.301(1)(i) requires that the applicant provide reasonable assurance that the project "will be capable, based on generally accepted engineering and scientific principles, of being performed and of functioning as proposed." Trump and Flagler contend that the project cannot be constructed and successfully operated as proposed. Trump's expert witness, Joseph Pike, testified that there were ambiguities and conflicts within the plan drawings that would require changes upon build-out; either fill will be placed outside of the fill area, or the mangrove islands will be smaller than depicted. Mr. Pike also voiced concerns that a 4:1 slope would not be stable and might cause fill to migrate to existing seagrass beds. He further stated that the Snook Island project included 18:1 slopes, and he thought providing rock revetment only at the intertidal zone was insufficient. Mr. Pike acknowledged that he had used 4:1 slopes in lake projects; however, in a tidal project involving fill placement, he opined that a 4:1 slope was likely to "relax." He did not do calculations about what slope might hold and admitted that prior experience using similar slopes with the same type of fill might change his opinion. Finally, Mr. Pike noted that a portion of the dredge hole would not be filled and concluded that the project would not fully cap the muck. Trump's biologist, James Goldasitch, speculated that the water flow changes would cause sediment deposition on existing seagrass beds, possibly causing the seagrasses to die. He admitted, however, that the County's plans called for the creation of 3.44 acres of seagrass and did not know the amount of habitat created compared to the amount of habitat he anticipated being affected. The Department's engineer, Jack Wu, approved the hydrologic aspects of the County's plan, but Mr. Goldasitch speculated that Mr. Wu was more focused on shoreline stability than on depositional forces. Mr. Goldasitch never actually spoke to Mr. Wu regarding his analysis, and Mr. Wu's memorandum refers not only to engineering and construction aspects of the proposal but also to the criteria in Rules 40E-4.301 and 40E-4.302. Mr. Goldasitch believed the County's boardwalk will impact the seagrass beds by blocking sunlight, but acknowledged that the Draft Permit required the boardwalk to be elevated and portions to be grated. Both the Florida Fish and Wildlife Conservation Commission and the Department's expert witness concluded that the permit conditions for constructing the boardwalk, which are common, eliminated impacts to seagrass. Mr. Goldasitch further opined that the 4:1 slope might slump, but then deferred to the opinion of a registered engineer on this type of engineering matter. The County presented its professional engineer, Clint Thomas, who worked on the project design. Mr. Thomas explained that permit drawings are not intended to be construction-level in detail, but are merely intended to provide sufficient detail for the regulator to understand the project within the 8 and 1/2 by 11-inch paper format required by the Department. The County will ultimately prepare permit-level, construction-level, and as-built drawings. Permit conditions also require a pre-construction meeting. No fill will be placed outside the area designated for fill, and the 4:1 slope will start at the outer boundary of the designated fill area until it reaches the specified elevation. Mr. Thomas acknowledged that the plan view drawings depict a mangrove island too close to the western project boundary, but stated that the mangrove island would simply be placed farther to the east during the construction-level plan process. Islands will become smaller islands, but will not be relocated, and in no event will the fill area expand; the fill boundary is a very strict limit. There is no evidence that the County has ever violated a fill boundary established in a permit. The 4:1 slope was based on the type of fill proposed for the project and to maximize project features. Mr. Thomas has successfully used 4:1 slopes with non-compacted fill in the Lagoon, both at Snook Island in its as-built state and at other projects. The islands at Snook Island are similar to those proposed. Other areas in the Lagoon have held slopes steeper than 4:1 with the same type of fill. Therefore, Mr. Thomas opined the 4:1 slope would hold. In rendering this opinion, he explained that the currents in the project vicinity are only around 1.2 knots. Because currents slow near the bottom, the 4:1 slope for the seagrass elevations on the bottom will not de- stabilize. Mr. Thomas addressed the contention that a change in water flow velocity would cause sediment to deposit on existing seagrass. The oyster reefs are rubble structures that allow the water to flow through. If any sediment flows through, it will deposit on the north side of the oyster bar, rather than on the seagrass beds. Given these considerations, the evidence supports a finding that the project will function as proposed. Finally, paragraph (1)(j) requires that the County provide reasonable assurance that it has the financial, legal, and administrative capability to ensure that the activity will be undertaken in accordance with the terms and conditions of the permit. The evidence supports a finding that the County has complied with this requirement. In summary, the evidence supports a finding that the County has given reasonable assurance that the project satisfies the criteria in Rule 40E-4.301. b. Rule 40E-4.302 In addition to the conditions of Rule 40E-4.301, the County must provide reasonable assurance that the construction of the proposed project will not be contrary to the public interest. See Fla. Admin. Code R. 40E-4.302(1)(a)1.-7. Rule 40E-4.302(1)(a)1. requires that the Department consider whether the activity will adversely affect the public health, safety, or welfare or the property of others. Trump first contends that the project will increase the mosquito population. The evidence shows, however, that the mangroves will be placed below the mean high water mark and therefore no increase in mosquitoes should occur. Also, the design of the project, coupled with the local mosquito control program, should ensure that there will be no increase in mosquito population or a risk to the public health. Trump also raised the issue of an increase in trash along the boardwalk area or in the newly-created mangrove islands. The County presented evidence that there will be appropriate trash receptacles in the area as well as regular garbage collection. In terms of safety, navigation markers are included as a part of the project for safe boating by the public. The County consulted with the United States Coast Guard regarding navigation issues. Further, the project will not cause flooding on the property of others or cause an environmental impact on other property. Although a number of Trump residents expressed sincere and well-intended concerns about the project impacting the value of their condominiums (mainly due to a loss of view), BOR Subsection 4.2.3.1(d) provides that the "[Department] will not consider impacts to property values or taxes." Rule 40E-4.302(1)(a)2. requires that the Department consider whether the activity will adversely affect the conservation of fish and wildlife, including endangered or threatened species, or their habitats. Subparagraph 4. of the same rule requires that the Department consider whether the activity will adversely affect the fishing or recreational value or marine productivity in the vicinity of the activity. The proposed activity is a restoration project for the creation of seagrass and mangrove habitats. As such, it is beneficial to the conservation of fish and wildlife and is expected to increase the biotic life in the project area. Besides providing additional habitat for fish and wildlife, the project will add to the marine productivity in the area. In terms of recreational opportunities, the project is expected to be a destination for boating, kayaking, fishing, and birdwatching. The Florida Fish and Wildlife Conservation Commission has also recommended issuance of the permit with the standard manatee condition for in-water work. This recommendation has been incorporated as Specific Conditions 23 through 25 Rule 40E-4.301(1)(a)3. requires that the Department consider whether the activity will adversely affect navigation and the flow of water, or cause harmful erosion or shoaling. The nearest navigation channel is the ICW. The project is located outside of that area. Subsection 4.2.3.3 of the BOR provides additional guidance on the evaluation of impacts of this nature. Paragraph (a) of that subsection provides that, in evaluating a proposed activity, the Department "will consider the current navigational uses of the surface waters and will not speculate on uses which may occur in the future." Trump residents indicated that in the project area persons are now picked up off the seawall and then travel to the ICW. Access to the seawall is possible from the east and south, although existing shoals currently limit the approach from the south. Large boats do not use the area because of shoals. In general, "[t]here's not a whole lot of boating activity in the project area." The parties agree that if the project is constructed as designed, boats will not be able to travel directly out from the seawall in front on Trump or Flagler to the ICW, as they now do. However, navigation in the area will still be available, although not as convenient as before. As to water flow, shoaling, and erosion, the more persuasive evidence supports a finding that the 4:1 slope will be stable and will not cause fill to migrate outside of the boundaries of the project into existing seagrass beds. The tidal flow will continue through the area after construction without sediment deposition into existing seagrass beds or destabilizing the 4:1 slope. There will be no shoaling or erosion. Finally, the project will be permanent and there are no significant historical and archaeological resources in the area. See Fla. Admin. Code R. 40E-4.302(1)(a)5. and 6. In summary, the evidence supports a finding that the County's proposal is neutral as to whether the activity will adversely affect the public health, safety, welfare, or the property of others; that the County's proposal is neutral with respect to navigation, erosion and shoaling, and water flow, as well as to historical and archaeological concerns; and that the County's proposal is positive with respect to the conservation of fish and wildlife, recreational values and marine productivity, permanency, and current values and functions. When these factors are weighed and balanced, the project is not contrary to the public interest and qualifies for an ERP. D. Proprietary Authorization Chapter 18-21 applies to requests for authorization to use sovereign submerged lands. The management policies, standards, and criteria used to determine whether to approve or deny a request are found in Rule 18-21.004. In making its review, the Department reviews the rule in its entirety; it also looks at the forms of authorization (e.g., letters of consent, leases, deeds, or easement) to determine the most appropriate form of authorization for an activity. Trump and Flagler have raised contentions regarding the proprietary authorization, including whether the application should have been treated as one of heightened public concern, whether the proper form of authorization has been used, and whether their riparian rights are unreasonably infringed upon by the project. Heightened Public Concern Rule 18-21.0051 provides for the delegation of review and decision-making authority to the Department for the use of sovereign submerged lands, with the following exception found in subsection (4) of the rule: (4) The delegations set forth in subsection (2) are not applicable to a specific application for a request to use sovereign submerged lands under Chapter 253 or 258, F.S., where one or more members of the Board, the Department, or the appropriate water management district determines that such application is reasonably expected to result in a heightened public concern, because of its potential effect on the environment, natural resources, or controversial nature or location. On March 13, 2008, the Department's West Palm Beach District Office sent a "heightened public concern [HPC]) memo" to the Department's review panel in Tallahassee,3 seeking guidance as to whether the project required review by the Board of Trustees under the above-cited rule. The Department emailed the County on March 14, 2008, stating that the project would be elevated to the Board of Trustees for review to approve the entire Lagoon Management Plan. The County asked for reconsideration, concerned over timing restraints on grant opportunities. This concern is based on the fact that the County will receive grant monies to assist in the construction of the project and must have regulatory approval by a date certain in order to secure those funds. A second HPC memorandum was sent to the review panel on April 22, 2008. Part of the interim decision to elevate the application to the Board of Trustees concerned the boardwalk connection to the City of West Palm Beach's existing seawall. The City of West Palm Beach is the upland owner of the seawall, sidewalk, and Flagler Drive. On June 9, 2008, the Mayor of West Palm Beach sent a letter to the Department stating that the City "fully supports" the proposed activity, and that the County and the City collaborated on the design of the project, held joint public meetings, and produced a project video. See Department Exhibit Trump and Flagler argue that under the City Charter, the Mayor cannot unilaterally bind the local government to allow structures to be built on City property. Assuming this is true, one of the remaining conditions for the County to initiate the project is to obtain a "letter of concurrence" from the City of West Palm Beach authorizing the County to connect the boardwalk to the seawall. Therefore, the review panel ultimately concluded that the application could be reviewed at the staff level and did not require Board of Trustees review. The evidence at hearing did not establish that the application was one of heightened public concern, given the limited size of the project, its location, and the net benefit to both environmental and natural resources. Compare Brown, et al. v. South Fla. Water Mgmt. Dist., et al., DOAH Case No. 04-0476, 2004 Fla. ENV LEXIS 112 (DOAH Aug. 2, 2004, SFWMD Sept. 8, 2004). Therefore, review by the Board of Trustees was not required. Form of Authorization Trump and Flagler contend that an easement is required by the County, rather than a consent of use. The standard for obtaining an easement is more stringent than a consent of use, and an easement offers a greater interest in sovereign lands. Rule 18-21.005(1) provides the general policy direction for determining the appropriate form of authorization and reads in relevant part as follows: It is the intent of the Board that the form of authorization shall grant the least amount of interest in the sovereignty submerged lands necessary for the activity. For activities not specifically listed, the Board will consider the extent of interest needed and the nature of the proposed activity to determine which form of authorization is appropriate. This rule requires that the Department should apply the lowest and least restrictive form of authorization. Trump and Flagler argue that the County's project constitutes a spoil disposal site under Rule 18-21.005(1)(f)8., a public water management project other than public channels under Rule 18-21.005(1)(f)10., or a management activity which includes "permanent preemption by structures or exclusion of the general public," as described in Rule 18-21.005(1)(f)11. Each of these activities requires an easement rather than a letter of consent in order to use sovereign submerged lands. The evidence shows that the County's project is not a spoil disposal site. Also, it is not primarily a public water management project as there is no evidence that the project relates in any way to flood control, water storage or supply, or conservation of water. Likewise, there is no evidence indicating that the activities will prevent access by the public by exclusion. Even though many of the features (structures) of the project will be permanent, the project is intended to generally increase public access to water resources, as well as the islands, boardwalk, and kiosks. Besides raising the issue of heightened public concern, the second HPC Memorandum dated April 22, 2008, sought guidance as to whether the project required a consent of use or an easement. The review panel concluded that the project qualified for a consent of use, rather than an easement under Rule 18- 21.005(1)(f), because the County's project most closely fits the definition in Rule 18-21.005(1)(c)15. That rule provides that if the proposed activity involves "[h]abitat restoration, enhancement, or permitted mitigation activities without permanent preemption by structures or exclusion of the general public," an applicant may use sovereign submerged lands with a consent of use. Because the County's project increases public access not only to water resources in the Lagoon but also to the permanent structures being built, it more closely falls within the type of activity described in Rule 18-21.005(1)(c)15. Notably, all of the County's restoration projects in the Lagoon have been previously authorized through a consent of use. Finally, the review panel concluded that the project did not fall under Rule 18-21.005(1)(f)16., which requires an easement for environmental management activities that include "permanent preemption by structures or exclusion of the general public" because of the rule's focus on the exclusion of the general public. Riparian Rights The parties have stipulated, for the purpose of this proceeding, that Trump and Flagler have riparian rights, including view, ingress/egress, fishing, boating, swimming, and the qualified right to apply for a dock, that should be considered. Trump and Flagler contend that their right to wharf out (build a dock) from the seawall, ingress/egress from navigable water, and view will be unreasonably infringed upon if the application is approved. See Fla. Admin. Code R. 18- 21.004(3)(a)("[n]one of the provisions of this rule shall be implemented in a manner that would unreasonably infringe upon the traditional, common law riparian rights, as defined in Section 253.141, F.S., of upland property owners adjacent to sovereignty submerged lands"). For the reasons given below, the greater weight of evidence establishes that none of these riparian rights will be unreasonably infringed upon. Currently, while access is possible from the east and the southern approaches, existing shoals limit the southern approach. The boardwalk will further limit boat traffic on the south end, and boats would not be able to cross over the islands. Boat traffic will still be able to access the cove from the north end, and the restoration project will create a boating destination. Trump witness Pike opined that the County's project would negatively affect navigation between the upland parcels and the ICW because the project would eliminate the eastern and southern approaches and leave only the northern approach, which could not be used by both parcels fully. The County's expert, Dr. Nicholas De Gennarro, testified that, during his site visits, he observed boat traffic waiting for the drawbridges using the east side of the ICW away from the project site. Dr. De Gennarro noted that several existing structures are closer to the ICW than the proposed County project, which lies 220 feet away from the ICW. Thus, Dr. De Gennarro concluded that the project would not impact navigation in the ICW. With respect to ingress/egress, Dr. De Gennarro acknowledged that access to the Trump and Flagler properties would not be available from the southern and eastern approaches, but concluded that the restriction represented nothing more than an inconvenience. He noted that the southern approach was already a less preferable approach due to existing shoals. At present, there is very little boating in the area outside of special events. While the project would limit the use of boats directly over the one and one-half acres of mangrove islands, the project will provide a boating destination. Further, both the City docks to the north of the site and the temporary docks in front of Flagler's property –- both used for special events –- will still be available under the County's proposal. There is no swimming and very little fishing in the area because of the degraded conditions caused by the dredge hole. Accordingly, while the project will fill a small portion of water currently available, but not used, for swimming, it will greatly enhance swimming by providing a destination for swimmers. The mangroves planned for the intertidal islands are likely to reach a height of fifteen feet and will be interspersed with spartina. The seawall is located six feet above the water line, making a person's view at eye level already several feet above the water. Trump and Flagler's buildings are built at even higher elevations. Therefore, the mangroves will not substantially obscure the view from either property, even at street level where the view is already partially obscured by existing landscaping. The Lagoon is approximately 2,000 feet across. From north to south around one hundred acres of water can now be viewed from the vicinity. Since the intertidal islands only comprise one and one-half acres, the overall impact to the view of the water body is very small. The mangroves in the planters extending out from the seawall will be trimmed to one foot above the seawall; the County requested the condition and committed at hearing to trimming the mangroves if the City of West Palm Beach does not. County photographs show Trump and Flagler's present view of the water body and demonstrate the comparatively small percentage of the view affected by the one and one-half acres of mangrove islands. See County Exhibits 133a-e and 134a-d. The photographs also demonstrated that sizeable palm trees are already part of the existing view. Additionally, the County photographs depicted the small impact that trimmed mangrove planters would have on the view. The area obstructed by the mangrove islands and seagrass is negligible compared to the expanse of the existing view. Trump and Flagler offered no evidence to contradict the County's analysis regarding the scope of the impact on the view. Trump residents Dale McNulty, Dean Goodman, and Charles Lemoine testified that they personally would not want to view mangrove islands regardless of tree size or the size of the islands. Understandably, after years of unfettered view and an open expanse of water, they are opposed to any type of project in this area of the Lagoon. However, Mr. Goodman acknowledged that he would still be able to see the Town of Palm Beach from his unit. The evidence supports a finding that while the project will undoubtedly alter the view of the water from both Trump and Flagler's property, the impact on view is not so significant as to constitute an unreasonable infringement of their riparian rights. Mr. Lemoine stated that he had a forty-foot trawler that he would like to dock in front of his property. He currently docks the boat at a marina twenty miles north of the Trump property. He prefers to bring his boat in stern first and enter slips oriented north to south. He indicated that he can drive his boat in five feet of water, but prefers six feet; however, he also testified that he has brought his boat directly up to the bulkhead in front of Trump, which is approximately a two- or three-foot depth. The witness has seen sailboats and other boats moored near the bulkhead over extended timeframes. Mr. Lemoine speculated that Trump might seek a dock, either alone or in conjunction with Flagler, but admitted that Trump has never applied for a dock permit. He stated that Trump has had discussions about the possibility of a dock over the last fifteen years and speculated that a dock plan might include anything from the purchase/lease of the City docks to a lease of Trump's riparian interests to a third party. By contrast, Trump resident and former Board member Dean Goodman indicated "the idea was to provide an amenity [for] a number of people that are in the building that are boaters." Mr. Goodman stated that he hoped to be able to have a boat in front of the building someday, but did not own a boat in Florida. Association president Dale McNulty explained that, while informal discussions have occurred regarding the possibility of a dock, no official action had been taken. Mr. McNulty characterized the dock plans as being "sort of in the land of wishful thinking." Mr. Pike, while acknowledging that both parcels would still be able to design a dock for their property, opined that the County's project unreasonably limited the size and configuration of the docks possible. Mr. Pike initially admitted that a safe navigation depth for a forty-foot boat, or even a sailboat, was four feet below mean low water (MLW), but stated that he would prefer to design a dock with an additional two-to- three feet of water below the four-foot draft to avoid propeller damage. However, Mr. Pike conceded that he has designed docks for boats in four feet below MLW and ultimately based his own calculations on an assumption of a four-foot draft and one-foot cushion, or five feet below MLW. Mr. Pike also opined that a north-south alignment for boat slips was a preferred slip orientation. Given the bathymetry in the area and the documented seagrasses, Mr. Pike estimated that twenty slips could be designed for the Flagler property, rather than the thirty-four slips provided for by the County Manatee Protection Plan. He thought that a design might accommodate thirty to thirty-two slips for Trump, rather than the forty-slips provided for by the County Manatee Protection Plan. Based on the limitation on number of slips and configurations, the witness opined that the County's project would unreasonably interfere with Trump and Flagler's ability to design a dock. He admitted, though, that the numbers derived from the County Manatee Protection Plan represent a maximum number, rather than a specified or guaranteed number. He further admitted that other agency limitations may further restrict Trump and Flagler's right to dockage. Without a permit application or plan from Trump or Flagler, County witness Robbins concluded that the most reasonable assumption was an owner-oriented facility designed for the building owners/tenants. The County introduced a graphic illustrating areas available for dock construction, with sufficient depth for 35- to 40-foot boats (-6 feet NGVD) and with no seagrasses present. Rule 18-21.004(4)(b)2. limits ownership-oriented facilities generally to forty square feet for each foot of riparian shoreline, giving Trump the ability to apply for a dock that preempted a maximum of 16,000 square feet, and Flagler a maximum of 14,000 square feet. Under the County Manatee Protection Plan, Trump would be limited to forty slips; Flagler would have the potential for thirty-four slips. Mr. Robbins testified that, in his experience, a minus five MLW is a common depth for docks, but that elevations as shallow as a minus four MLW could be used depending on the type of boats and the dock configuration. Mr. Robbins explained that, even with the County's project in place and factoring in the other limitations, Trump would still have 61,842 square feet of potential space within which to design a dock. Flagler would still have 41,481 square feet of potential space, even considering the need to retain a path for ingress and egress from the Trump parcel. A more detailed analysis of the seagrasses might make more square footage available for dock construction. Dr. De Gennarro also evaluated whether a dock could be designed to serve Trump and Flagler's parcels. The vessel owner statistics for the County indicate that at least ninety-five percent of the boats registered in the County are thirty-nine feet or less; consequently, Dr. De Gennarro focused on boats forty feet or less. Dr. De Gennarro considered the water depths and the existence of subaquatic vegetations and concluded that the graphic presented by Mr. Robbins was conservative, but still provided adequate space for both Trump and Flagler to construct appropriate dockage, allowing thirty-eight boats for Trump and thirty-two for Flagler of varying size. However, Dr. De Gennarro concluded that a dock design of forty slips for each would also be possible, depending on the size of the boats. Dr. De Gennarro proposed that a single, double-loaded parallel dock design would be a good layout for a potential docking facility in front of both Trump and Flagler's property that would be protected by the County's proposed islands, provide sufficient water depths, and provide an attractive facility. He specified, however, that the single, double-loaded parallel dock design was simply one of "many" that might work in the given space. Dr. De Gennarro explained that the existing dredge hole would not be a preferable location for either a mooring field or a dock because the deep muck-bottom would drive up the costs for either type of facility. Accordingly, Dr. De Gennarro concluded that the County's project would not foreclose or even substantially restrict the ability to locate a dock in front of Trump and Flagler’s property. The more persuasive evidence supports a finding that neither the right of ingress/egress nor the right to boat in the vicinity is unreasonably infringed upon by the County's project. Trump and Flagler will continue to have reasonable access to navigation. The northerly approach preserved by the County's project will allow for boat traffic to safely navigate in the area. While the southerly and easterly approaches are eliminated by the County's plan, the evidence indicates that the two approaches were less preferable than the northerly approach because of the presence of shoals. Based on the above considerations, the County's project will not unreasonably infringe upon Trump or Flagler's qualified right to a dock. The fact that the project might preclude the design and permitting of a dock that would host very large vessels does not mean that Trump and Flagler's rights regarding docking have been unreasonably infringed. The evidence shows that substantial docking facilities of multiple configurations are still possible even if the County's project is approved. In summary, the County's application for proprietary authorization should be approved. Other Contentions All other contentions raised by Trump and Flagler have been considered and are found to be without merit.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department enter a final order approving the County's application for a consolidated ERP and consent to use sovereignty submerged lands. DONE AND ENTERED this 24th day of September, 2009, in Tallahassee, Leon County, Florida. DONALD R. ALEXANDER Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 24th day of September, 2009.
The Issue Whether Rules 40B-1.702(4); 40B-4.1020(12) and (30); 40B-4.1030; 40B-4.1040(1)(b) and (c); 40B-4.2030(4); 40B-4.3000(1)(a); 40B-4.3010; 40B-4.3020; 40B-4.3030; 40B- 4.3040; and 40B-400.103(1)(h), Florida Administrative Code, of the Suwannee River Water Management District, are an invalid exercise of delegated legislative authority for reasons described in the Second Amended Petition to Determine Validity of Rules.
Findings Of Fact Stipulated Facts Angelo's is a Florida Limited Partnership, whose address is 26400 Sherwood, Warren, Michigan 48091. The District is an agency of the State of Florida established under Chapter 373, Florida Statutes, with its address at 9225 County Road 49, Live Oak, Florida 32060. Angelo's owns property in Hamilton County approximately four miles to the east of Interstate 75 and to the north of U.S. Highway 41, immediately to the east of the Alapaha River. Angelo's conducts commercial sand mining operations on a portion of its property pursuant to various agency authorizations, including an Environmental Resource Permit (ERP) issued by the Florida Department of Environmental Protection (Department), Permit No. 158176-001, and a Special Permit issued by Hamilton County, SP 98-3. The ERP was issued by the Department pursuant to its authority under Chapter 373, Part IV, Florida Statutes. Angelo's mining operations constitute a "mining project" as that term is used in Section II.A.1.e of an Operating Agreement Concerning Regulation under Part IV, Chapter 373, Florida Statutes, and Aquaculture General Permits under Section 403.814, Florida Statutes, between the District and the Department (Operating Agreement). The Operating Agreement has been adopted as a District rule pursuant to Rule 40B-400.091, Florida Administrative Code. Angelo's has filed with the Department an application to modify its ERP to expand its sand mining operations into an area of its property immediately to the west of its current operations (the "proposed expanded area"). Angelo's application is being processed by the Department at this time. Angelo's ERP modification application is being processed by the Department under the Operating Agreement. The District has asserted permitting jurisdiction over the proposed expanded area because the proposed sand mining activities would occur in what the District asserts to be the floodway of the Alapaha. The District asserts that an ERP would be required from the District so that the District can address the work of the district (WOD) impacts. Petitioner has not filed a permit application with the District regarding the project. It is Petitioner's position that to do so would be futile. The Challenged Rules The rules or portions thereof which are challenged in this proceeding are as follows: Rule 40B-1.702(4), Florida Administrative Code, reads as follows: (4) A works of the district permit under Chapter 40B-4, F.A.C., must be obtained prior to initiating any project as outlined in (3) above within a regulatory floodway as defined by the District. Rule 40B-4.1020(12) and (30), Florida Administrative Code, read as follows: (12) "Floodway" or 'regulatory floodway" means the channel of a river, stream, or other watercourse and adjacent land areas that must be reserved in order to discharge the 100-year flood without cumulatively increasing the 100-year flood elevation more than a designated height. Unless otherwise noted, all regulatory floodways in the Suwannee River Water Management District provide for no more then one-foot rise in surface water. * * * (30) "Work of the district" means those projects and works including, but not limited to, structures, impoundments, wells, streams, and other watercourses, together with the appurtenant facilities and accompanying lands, which have been officially adopted by the governing board as works of the district. Works of the district officially adopted by the board are adopted by rule in Rule 40B-4.3000 of this chapter. Rule 40B-4.1030, Florida Administrative Code, reads as follows: The implementation dates of this chapter are as follows: January 1, 1986 for Rule 40B- 4.1040(1)(a) which requires persons to obtain surfacewater management permits. April 1, 1986 for Rule 40B- 4.1040(1)(b) and Rule 40B-4.3040 which require persons to obtain works of the district development permit if the proposed development is in one of the following areas adopted as a work of the district. The Alapaha River and its floodway in Hamilton County, Florida; The Aucilla River and its floodway in Jefferson, Madison, or Taylor counties, Florida; The Suwannee River or its floodway in Columbia, Hamilton, Lafayette, Madison, or Suwannee counties, Florida; or The Withlacoochee River and its floodway in Hamilton or Madison counties, Florida. (c) July 1, 1986 for Rule 40B-4.1040(1)(b) or 40B-4.3040 which require persons to obtain work of the district development permit if the proposed development is in one of the following areas adopted as a work of the district. The Santa Fe River and its floodway in Alachua, Bradford, Columbia, Gilchrist, Suwannee, or Union counties, Florida; or The Suwannee River and its floodway in Dixie, Gilchrist, or Levy counties, Florida. Rule 40B-4.1040(1)(b) and (c), Florida Administrative Code, reads as follows: (1) Permits are required as follows: * * * Works of the district development permit prior to connecting with, placing structures or works in or across, discharging to, or other development within a work of the district. When the need to obtain a works of the district development permit is in conjunction with the requirements for obtaining a surfacewater management permit, application shall be made and shall be considered by the district as part of the request for a surfacewater management permit application. Otherwise, a separate works of the district development permit must be obtained. Rule 40B-4.2030(4), Florida Administrative Code, reads as follows: (4) The new surfacewater management systems or individual works shall not facilitate development in a work of the district if such developments will have the potential of reducing floodway conveyance. (emphasis supplied) Rule 40B-4.3000(1)(a), Florida Administrative Code, reads as follows: The governing board is authorized to adopt and prescribe the manner in which persons may connect with or make use of works of the district pursuant to Section 373.085, Florida Statutes. Further, Section 373.019(15) provides that works of the district may include streams and accompanying lands as adopted by the governing board. In order to implement the non-structural flood control policy of the district, the governing board finds it is necessary to prevent any obstruction of the free flow of water of rivers and streams within the district. Therefore, the governing board does hereby adopt the following rivers and their accompanying floodways as works of the district: The Alapaha River and its floodway in Hamilton County, Florida; . . . . Rule 40B-4.3010, Florida Administrative Code, reads as follows: A general works of the district development permit may be granted pursuant to the procedures in Rule 40B-1.703 to any person for the development described below: Construction of a structure for single-family residential or agricultural use including the leveling of land for the foundation and associated private water supply, wastewater disposal, and driveway access which is in compliance with all applicable ordinances or rules of local government, state, and federal agencies, and which meets the requirements of this chapter. A general permit issued pursuant to this rule shall be subject to the conditions in Rule 40B-4.3030. Rule 40B-4.3020, Florida Administrative Code, reads as follows: Content of Works of the District Development Permit Applications. Applications for a general work of the district development permit shall be filed with the district and shall contain the following: Form 40B-4-5, "Application for General Work of the District Development Permit," Suwannee River Water Management District, 4-1-86, hereby incorporated by reference and which contains the following: The applicant's name and complete address including zip code; The owner's name and complete address if applicant is other than the owner; If applicable, the name, complete address, phone number, and contact person of the applicant or owner; Copies of all permits received from local units of government, state, or federal agencies, specifically a copy of the building or development permit issued by the appropriate unit of local government, including any variances issued thereto, and a copy of the onsite sewage disposal system permit issued by the Florida Department of Health and Rehabilitative Services under Chapter 10D- 6, Florida Administrative Code; A site plan to scale showing all improvements, work, or works with any conditions or limitations placed thereon; and Any supporting calculations, designs, surveys, or applicable documents, which in the applicant's opinion, may support the application. Applications for individual or conceptual approval works of the district development permits shall be filed with the district and shall contain the following: Form 40B-4-4, "Application for Surfacewater Management System Construction, Alteration, Operation, Maintenance, and/or Works of the District Development", Suwannee River Water Management District, 10-1-85, hereby adopted by reference and which contains the following: The applicant's name and complete address including zip code; The owner's name and complete address if applicant is other than the owner; If applicable, the name, complete address, phone number, and contact person of the owner. General project information including: The applicant's project name or identification number; The project location relative to county, section, township, and range, or a metes and bounds description; The total project area in acres; The total land area owned or controlled by the applicant or owner which is contiguous with the project area; A description of the scope of the proposed project including the land uses to be served; A description of the proposed surfacewater management system or work; A description of the water body or area which will receive any proposed discharges from the system; and Anticipated beginning and ending date of construction or alteration. Copies of all permits received from, or applications made to, local units of government, state, or federal agencies. A site plan to scale showing all improvements, work, or works with any conditions or limitations placed thereon. Any supporting calculations, designs, surveys, or applicable legal documents, which in the applicant's opinion, support the application. Copies of engineer or surveyor certifications required by this chapter. Rule 40B-4.3030, Florida Administrative Code, reads as follows: Conditions for Issuance of Works of the District Development Permits. The district will not approve the issuance of separate permits for development in a work of the district for any proposed project that requires a district surfacewater management permit pursuant to Part II of this chapter. For such projects, development in a work of the district may be authorized as part of any surfacewater management permit issued. The district will not approve the issuance of a works of the district development permit for any work, structures, road, or other facilities which have the potential of individually or cumulatively reducing floodway conveyance or increasing water-surface elevations above the 100-year flood elevation, or increasing soil erosion. The district will presume such a facility will not reduce conveyance or increase water-surface elevations above the 100-year flood elevation or increase soil erosion if: Roads with public access are constructed and laid out in conformance with the minimum standards of local government. Where roads are not required to be paved, the applicant must provide design specifications for erosion and sediment control. Where roads are required to be paved, swales will generally be considered adequate for erosion and sediment control; Buildings in the floodway are elevated on piles without the use of fill such that the lowest structural member of the first floor of the building is at an elevation at least one foot above the 100-year flood elevation; The area below the first floor of elevated buildings is left clear and unobstructed except for the piles or stairways; A permanent elevation monument is established on the property to be developed by a surveyor. The monument shall be adequate to establish land surface and minimum buildup elevations to the nearest 1/100 of a foot; No permanent fill or other obstructions are placed above the natural grade of the ground except for minor obstructions which are less than or equal to 100 square feet of the cross-sectional area of the floodway on any building or other similar structure provided that all such obstruction developed on any single parcel of land after the implementation date of this chapter is considered cumulatively; No activities are proposed which would result in the filling or conversion of wetlands. For any structure placed within a floodway which, because of its proposed design and method of construction, may, in the opinion of the district, result in obstruction of flows or increase in the water surface elevation of the 100-year flood, the district may require as a condition for issuance of a work of the district development permit that an engineer certify that such a structure will not obstruct flows or increase 100-year flood elevations. The following conditions shall apply to all works of the district development permits issued for development on lands subdivided after January 1, 1985: Clearing of land shall be limited [except as provided in (b) and (c) below] to that necessary to remove diseased vegetation, construct structures, associated water supply, wastewater disposal, and private driveway access facilities, and no construction, additions or reconstruction shall occur in the front 75 feet of an area immediately adjacent to a water. Clearing of vegetation within the front 75 feet immediately adjacent to a water shall be limited to that necessary to gain access or remove diseased vegetation. Harvest or regeneration of timber or agricultural crops shall not be limited provided the erosion of disturbed soils can be controlled through the use of appropriate best management practices, the seasonal scheduling of such activities will avoid work during times of high-flood hazard, and the 75 feet immediately adjacent to and including the normally recognized bank of a water is left in its natural state as a buffer strip. As to those lands subdivided prior to January 1, 1985, the governing board shall, in cases of extreme hardship, issue works of the district development permits with exceptions to the conditions listed in Rule 40B-4.3030(4)(a) through (c). The 75-foot setback in paragraphs (a) through (d) above shall be considered a minimum depth for an undisturbed buffer. The limitations on disturbance and clearing within the buffer as set out in paragraphs through (d) above shall apply, and any runoff through the buffer shall be maintained as unchannelized sheet flow. The actual depth of the setback and buffer for any land use other than single-family residential development, agriculture, or forestry shall be calculated in accordance with the methodology in: "Urban Hydrology for Small Watersheds", U.S. Department of Agriculture, Soil Conservation Service, Engineering Division, Technical Release 55, June 1986; and, "Buffer Zone Study for Suwannee River Water Management District", Dames and Moore, September 8, 1988, such that the post-development composite curve number for any one-acre area within the encroachment line does not exceed; a value of 46 for areas within the encroachment line with predominantly Class A soils; a value of 65 for areas within the encroachment line with predominantly Class B soils; a value of 77 for areas within the encroachment line with predominantly Class C soils; or a value of 82 for areas within the encroachment line with predominantly Class D soils. (emphasis supplied) Rule 40B-4.3040, Florida Administrative Code, reads as follows: Unlawful Use of Works of the District. It shall be unlawful to connect with, place a structure in or across, or otherwise cause development to occur in a work of the district without a works of the district development permit. The district may use any remedy available to it under Chapter 120 or 373, Florida Statutes, and Chapter 40B-1, Florida Administrative Code, to cause an unpermitted development to be removed or permitted. It shall be unlawful for any permitted use to violate the provisions of Chapter 373, Florida Statutes, or this chapter, or the limiting conditions of a works of the district development permit. The district may use any remedy available to it under Chapter 120 or 373, Florida Statutes, and Chapter 40B-1, Florida Administrative Code, to cause the unpermitted use to be removed or brought into compliance with Chapter 373, Florida Statutes, and this chapter. Damage to works of the district resulting from violations specified in Rule 40B-4.3040(1) and (2) above shall be repaired by the violator to the satisfaction of the district. In lieu of making repairs, the violator may deposit with the district a sufficient sum to insure such repair. Rule 40B-400.103(1)(h), Florida Administrative Code, reads as follows: (1) In order to obtain a standard general, individual, or conceptual approval permit under this chapter or chapter 40B-4, F.A.C., an applicant must provide reasonable assurance that the construction, alteration, operation, maintenance, removal or abandonment of a surface water management system: * * * (h) Will not cause adverse impacts to a work of the District established pursuant to s. 373.086. . . . Facts Based Upon the Evidence of Record History of the rules Mr. David Fisk is Assistant Director of the District. At the time of the hearing, he had been employed there for 26 and one-half years. He played a significant role in the rule adoption process of the rules that are the subject of this dispute. As part of that process, the District entered into a consulting contract with an engineering, planning, and consulting firm and consulted with the U.S. Corps of Engineers and the Federal Emergency Management Agency (FEMA), to conduct what are described as the FEMA flood studies. Additionally, the district commissioned an aerial photography consultant who provided a series of rectified ortho photographs of the entire floodplain of the rivers within the District, and a surveying subcontractor who provided vertical control and survey cross sections and hydrographic surveys of the rivers. The District also worked in conjunction with the United States Geological Survey to accumulate all of the hydrologic record available on flooding. The information was given to the U.S. Army Corps of Engineers who, operating under FEMA guidelines for conducting flood insurance rate studies, performed the analytical and computer modeling work to identify the flood plains and floodway boundaries. The District used the amassed knowledge of maps, cross sections and surveys that were developed as part of the FEMA flood studies as technical evidence or support for the adoption of the works of the district rules. Following a series of public workshops and public hearings in 1985, the rules were adopted and became effective in 1986. None of the rules were challenged in their proposed state. The District adopted the floodways of the Suwannee, Santa Fe, Alapaha, Aucilla, and Withlacoochee Rivers as works of the district. According to Mr. Fisk, the District adopted the rules pursuant to Section 373.086, Florida Statutes, which provided authority to the District to adopt district works and Section 373.085, Florida Statutes, which provided authority to regulate activities within those works. The Floodway Line Petitioner hired Mr. John Barnard, a professional civil engineer, with extensive environmental permitting experience, to look at the floodway and floodplain issues associated with Petitioner's site and project. Mr. Barnard conducted an engineering study entitled, "Floodplain Evaluation." It was Mr. Barnard's opinion that FEMA's determination of the floodway line was less than precise. Mr. Barnard used FEMA's data regarding the base flood elevation but manually changed the encroachment factor resulting in his placement of the floodway line in a different location than determined by FEMA. Mr. Barnard acknowledged that different engineers using different encroachment factors would reach different conclusions.1/ Respondent's expert in hydrology and hydraulic engineering, Brett Cunningham, noted that the definition of floodway in Rule 40B-4.1020(12), Florida Administrative Code, is essentially the same definition that used is in the FEMA regulations and which also is commonly used across the country in environmental rules and regulations. Mr. Barnard also acknowledged that the District's definition of "floodway", as found in Rule 40B-4.1020(12), Florida Administrative Code, is fairly commonly used by environmental regulatory agencies. Moreover, it was Mr. Cunningham's opinion that the Alapaha River is a stream or watercourse within the meaning of the rule and its floodway an accompanying land. In Mr. Cunningham's opinion, the FEMA flood insurance studies are widely used across the country for a variety of reasons and are typically relied upon by hydrologists and engineers to locate floodways. The definition of "works of the district" in Rule 40B-1020(30), Florida Administrative Code, is taken directly from the language found in Section 373.019(23), Florida Statutes. The statutory definition includes express references to streams and other watercourses, together with the appurtenant facilities and accompanying lands. Petitioner alleges that the phrase "will not cause adverse impact to a work of the SRWMD" as found in Rule 40B- 400.103(1)(h) is not clear because it does not identify what specific adverse impacts are being reviewed. While Petitioner's expert, Mr. Price, was not clear as to what the phrase means, Respondent's expert, Mr. Cunningham, understood the meaning of the phrase and noted that "adverse impact" is a phrase which is very commonplace in the rules and regulations of environmental agencies and is attributed a commonsense definition. The expert engineers differed in their opinions as to the meaning of the term "potential for reducing floodway conveyance" as used in Rule 40B-4.2030(4), Florida Administrative Code. According to Petitioner's expert engineer, Mr. Barnard, "potential for reducing floodway conveyance" is not a specific term that is open to interpretation as an engineer, and that he cannot quantify what constitutes "potential." Respondent's expert, Mr. Cunningham, understood the meaning of the phrase to be any increase in floodway conveyance. It was his opinion that there was nothing about that phrase to cause confusion. Rule 40B-4.3030, Florida Administrative Code, addresses conditions for issuance of works of the district development permits. Petitioner's expert Mr. Price testified that there is no quantification to what constitutes an "increase in soil erosion" as referenced in subsection (2) and linked the reference of soil erosion to a 100-year flood event referenced in the same subsection. Mr. Cunningham was of the opinion that there is no need to quantify an increase in soil erosion in the rule. He noted that soil erosion is used in a common sense manner and that attempting to put a numerical limit on it is not practical and "it's not something that's done anywhere throughout the country. It's just not something that lends itself to easy quantification like flood stages do". Mr. Cunningham's opinion that the words and phrases which Petitioner asserts are vague are words of common usage and understanding to persons in the field is the more persuasive testimony. This opinion is also consistent with statutory construction used by courts which will be addressed in the conclusions of law.
The Issue The issue in this case is the sufficiency of the language of condition 17 of the St. Johns River Water Management District permit to be issued to Jim Saboff for the management and storage of surface waters. ACCORDINGLY, IT IS HEREBY ORDERED: The Hearing Officer's recommended findings of fact and conclusions of law contained in Exhibit A are adopted and incorporated herein. The following typographical errors are corrected: In Paragraph 32, the reference to the drawing received by the District on May 28, 1992 should read May 28, 1991. In the Recommendation, referenced to the drawing received by the District on May 28, 1992 should read May 28, 1991 and reference to Section 704.05, F.S. should read Section 704.06, F.S. DONE AND ORDERED this 7th day of August 1992, in Palatka, Florida. ST. JOHNS RIVER WATER MANAGEMENT DISTRICT BY: JOE E. HILL CHAIRMAN RENDERED this 13th day of August 1992. BY: PATRICIA C. SCHULTZ, DISTRICT CLERK Copies to: EDMUND T. BAXA, JR. Attorney for Friends of the Wekiva Foley and Lardner 111 North Orange Avenue, Suite 1800 Orlando, Florida 32801 CHARLES LEE Representative for Florida Audobon Society The Greater Mall 460 Highway 436, Suite 200 Casselberry, Florida 32707 MICHAEL D. JONES Attorney for Respondent Jim Saboff Post Office Box 3567 Winter Springs, Florida 32708 KATHRYN L. MENNELLA Attorney for Respondent St. Johns River Water Management District Post Office Box 1429 Palatka, Florida 32178-1429
Findings Of Fact Respondent Jim Saboff (Saboff) and his wife own lot 39, Springs Landing, Unit 2, as recorded in Plat Book 24, pages 24-29, public records of Seminole County, Florida. The lot, which contains both wetlands and uplands vegetative communities, abuts the Little Wekiva River for 135 feet. No part of the entire lot is more than 250 feet from the river. By virtue of an Interim Final Order issued by Respondent St. Johns River Water Management District (District), Saboff has built, or commenced the construction of, a house, pool, mulched driveway, and sidewalk on the lot. The house is within 100 feet of the wetlands adjacent to the river, and the pool, which is between the house and the river, is within 100 feet of the Little Wekiva River. On March 8, 1991, the District received from Saboff a Management and Storage of Surface Waters Individual Permit Application for the construction of a retention/detention pond with filtration. Saboff's lot, which is at the corner of Springs Landing Boulevard and River Isle Court, is in a single-family subdivision. The back or east side of the lot abuts the Little Wekiva River. By letter dated April 4, 1991, the District requested additional information with respect to the application for a Management and Storage of Surface Waters (MSSW) permit. Among 12 items of information requested was the following: "Please demonstrate that the proposed activities will not have a harmful effect on the functions provided by the Riparian Habitat Protection Zone" and "Please submit any mitigation proposed to compensate for encroachments into the Riparian Habitat Protection Zone." In a response received by the District on May 1, 1991, Aquatic Symbiotics, Inc., on behalf of Saboff, responded to the two requests for information set forth in the preceding paragraph. In their entirety, the responses are: The proposed upland residence will not negatively impact any off site wetland dependent species as none are known to exist within this 0.72 Ac. building lot, exclusive of the 0.05 Ac. eastern portion of the lot which constitutes wetlands and is proposed for conservation. Additionally due to the developed nature of the surrounding subdivision, it is not likely any significant natural resources reside within the subject lot. Due to the lack of impacts inherent in the proposed residence on the 0.72 A mitigation is proposed. Please note the large retention pond is an impact due solely to the requirements of the District, it was not proposed by either the applicant nor the consulting engineers. After receiving additional information from Saboff concerning drainage, District staff issued, on May 28, 1991, the MSSW Technical Staff Report (TSR) for the proposed project. Describing the application as a request to construct a single family residence and on-site surface water management system to serve the residence, the TSR notes that the lot is within the Wekiva River Basin, Wekiva River Protection Area, and Riparian Habitat Protection Zone. The TSR describes the lot in detail as follows: Lot 39 contains forested uplands and forested wetlands. The upland forest is dense and consists of live oak, southern magnolia, laurel oak, long leaf pine, and slash pine. No previous encroachments have been made into the upland or wetland portions of the lot. The wetland portion (0.05 acre) of the lot is densely forested. The canopy species include loblolly bay, sweet bay, bald cypress, black gum, red maple, sweet gum, cabbage palm, pond cypress, ironwood, and water oak. The subcanopy contains fetterbush, button bush, wax myrtle, and juvenile wetland trees. The ground cover consists of a variety of wetland fern species, lizard tail and sabal palmetto. The wetlands are contiguous to the Little Wekiva River and adjacent to the "Springs Landing Bridge." The river, in the vicinity of this project, is vegetated with herbaceous vegetation (ludwidia, elephant ears). The Little Wekiva River, forested wetlands, and uplands within the project site provide habitat and food sources primarily for off- site aquatic and wetland dependent bird species, which forage within the herbaceous vegetation in the river and perch for resting, and cover in the trees. The lot is a small undeveloped parcel, within a highly developed residential area. A single family residence is located adjacent to Lot 39 on the western boundary. Springs Land Boulevard and a retention pond are adjacent to the eastern lot boundary. The lot is narrow and elongated (100 feet wide and 240 feet long). The adjacent land uses, and lot configuration have affected the use of the habitat on this lot by off-site aquatic and wetland dependent species to some extent. The construction of the house and berm will necessitate the removal of 0.3 acres of forested uplands. Staff recommends that the undeveloped portions of the lot be placed into a conservation easement, and be maintained in a forested condition to mitigate for the impact of the residential development within the riparian habitat protection zone. Although a 0.3 acre loss of forested riparian habitat protection zone will occur, the species currently using the area will have habitat available to use on the undeveloped portion of the lot, provided that an easement or deed restrictions prohibit alteration of this habitat. These uplands and wetlands abut a larger slough contiguous to the river and will provide cover and resting habitat for off-site aquatic and wetland dependent species. For the reasons stated above the construction of a single family residence on 0.3 acres of forested uplands within this lot is not anticipated to cause significant adverse effects to the habitat or food sources of the off-site aquatic and wetland dependent species, within the riparian habitat protection zone. A small stabilized earthen berm, approximately 6 ft wide at the base, is to be constructed along the length of the lot, to be located upstream of seepage slopes and wetlands adjacent to the river. The berm will be located to minimize impact to existing trees. The berm will serve to provide stormwater treatment for runoff from the developed portion of the lot, with total retention storage of 3/4 inch of runoff from the impervious area, which is limited to the house, pool and sidewalk. Staff believes that this retention area, along with a conservation easement/deed restrictions preventing any alterations in the remaining ground cover, will provide stormwater treatment equivalent to the requirements in Chapters 40C-42 F.A.C. for direct discharge into an OFW [Outstanding Florida Water]. Staff believes that this project, with recommended permit conditions is in conformance with the overall goals and objectives of the District set forth in Chapter 40C-4, 40C-41 and 40C-42, F.A.C. . . . . The key condition suggested in the TSR states: Prior to initiating any construction, the permittee must record a deed restriction or conservation easement on the real property pursuant to Section 704.06, F.S., prohibiting all construction including clearing, dredging or filling, except that which is specifically authorized by the permit, within the conservation area as delineated on plans received by the District on 5/29/91. On or about June 2, 1991, the District published notice of intended action, at least insofar as the TSR constitutes intended agency action. The condition set forth in the preceding paragraph evidently was described in the notice. Following receipt of the TSR, Mrs. Saboff sent the District a letter on June 5, 1991. She indicated that she wanted the right to enjoy her backyard and to be able to do whatever other homeowners could do in their backyards. The letter mentions the possibility of constructing decking, a boardwalk to the river, a fence, a treehouse, a sand box, and a swing. At the June 11, 1991, meeting, the District Board approved the issuance of the MSSW permit to the Saboffs (the Permit). In response to the desires of the Saboffs, the Board added the following sentence to the above- described TSR condition, which became Condition 17 to the Permit: "The easement may allow for some limited vegetation removal of trees less than 4 inches in diameter and of underbrush, to be agreed upon by District staff and the permittee." 1/ The Saboffs never challenged administratively the action of the District in requiring and issuing the MSSW. However, by Petition for Formal 120.57(1) Hearing filed July 16, 1991, Petitioners objected to the issuance of the Permit on several grounds. Petitioners filed an Amended Petition for Formal 120.57(1) Hearing on November 20, 1991. Like the original petition, the amended petition sought the denial of the Permit. In the alternative, however, the amended petition requested that the Permit bear a condition imposing a conservation easement without an exception allowing the clearing of underbrush and vegetation up to 4" in diameter. At some point prior to January 9, 1992, the parties entered into Partial Settlement Agreement, which acknowledges that the above-styled proceeding involves the validity of a permit for the construction of a home by Respondent Saboff in the Riparian Habitat Protection Zone of the Little Wekiva River. The agreement identifies the property in and immediately around the building pad that was cleared of natural vegetation prior to August 1, 1991, for the siting of the house, mulched driveway, pool, and sidewalk. The other "distinct area" of Saboff's property identified by the agreement is the "remainder of the lot, which is undisturbed, and which is to be encumbered by a conservation easement pursuant to the permit." The agreement adds: "A proposed berm for stormwater treatment was also approved to be located on a portion of the remainder of the lot which is undisturbed." Partial Settlement Agreement, Paragraph 2. Paragraph 3 of the Partial Settlement Agreement provides: The parties agree that the only matter at issue in this administrative proceeding is the modification to permit condition No. 17 approved by [the District] on June 11, 1991. . . . The parties stipulate that the permit conditions no. 1-16 and 18 approved by the District and the appropriateness of the design and location of the proposed house and other parts of the proposed water management system, as limited by permit conditions no. 1-16 and 18, are not at issue in this administrative proceeding. . . . Inasmuch as the focus of the amended petition is the sufficiency of the modification to permit condition No. 17 (as opposed to the construction of the residence), and Saboff is desirous of beginning construction of his residence, the parties agree that Saboff may proceed to construct the single family residence (house, mulched driveway, pool, and sidewalk) pursuant to the terms of the District order attached hereto as Exhibit "B" . . . . This stipulation does not agree to any construction, including additional clearing, removal of underbrush, or cutting of vegetation, at any location on the lot outside the previously cleared area, with the exception as set forth in Exhibit "B". * * * This Partial Settlement Agreement is not and shall not be interpreted in any way to be a consent to or a waiver of defenses to any matters complained of in any proceeding by Saboff. Furthermore, by this agreement Saboff does not concede to DOAH's jurisdiction over this matter. Each Petitioner is a Florida non-profit corporation organized for the protection and preservation of natural resources. Petitioner Friends is organized specifically for the protection and preservation of the Wekiva River and its tributaries, such as the Little Wekiva River. Members of each organization, including many members residing in the vicinity of the Little Wekiva River, regularly use the Little Wekiva River for recreational activities, especially canoeing. These persons would personally suffer from the loss of aquatic and wetland habitats and species dependent upon such habitats that could result from unlawful land uses within the Riparian Habitat Protection Zone. The Little Wekiva River flows generally from south to north and empties into the Wekiva River about three or four miles downstream from Wekiva Springs, which, together with Rock Springs and Rock Springs Run, are the sources of the Wekiva River. The confluence of the Wekiva River and Little Wekiva River is just upstream from the point at which the Wekiva River terminates at the St. Johns River, just west and downstream of Lake Monroe near Sanford. The Little Wekiva River in the vicinity of Saboff's lot and the Wekiva River are Outstanding Florida Waters. The Little Wekiva River runs through some heavily urbanized areas in south Seminole County until it passes State Road 434. During the first mile downstream (i.e., north) of State Road 434, there are residential land uses, such as the subdivision containing Saboff's lot. About a mile downstream from State Road 434, the riverbanks regain their natural condition, highlighted by about four miles of relatively undisturbed wetlands upstream from the junction of the Little Wekiva River and Wekiva River. Little of the vegetation along the banks of the Little Wekiva River has been disturbed in the vicinity of Saboff's lot. The west bank, where Saboff's lot is located, is less disturbed than the east bank. The actual habitat found on Saboff's lot is of average quality for habitat along this portion of the river. The underbrush on the lot is mostly saw palmetto and covers from half to three-quarters of the area between the house and the river. Between the house and the river, about half of the 240 trees are less than four inches in diameter at breast height. The navigability of the waterway changes at the Springs Landing Bridge, which allows Springs Landing Boulevard to span the river. The bridge is just downriver from Saboff's backyard. Due to the bridge's low clearance, the ability of groups such as Petitioner Friends to clear the river channel of undesirable vegetation choking the flow of the river has been hampered. The Army Corps of Engineers formerly sprayed herbicide upstream of the bridge. Due to the inability of most boats to pass under the bridge, interested persons, such as members of Petitioner Friends, are largely left to manual means of eradicating undesirable vegetation. The landclearing required for the construction of the house, pool, mulched driveway, and sidewalk, as well as the additional landclearing allowed by Condition 17, as modified by the Board on June 11, adversely affects the abundance, food sources, and habitat of aquatic and wetland dependent species of the Riparian Habitat Protection Zone. The removal of underbrush and trees represents a direct loss of habitat and food sources for aquatic and wetland- dependent species. The removal of underbrush and trees also represents an indirect loss of habitat and food sources due to deteriorated drainage, increased stormwater runoff and nutrient loading into the river, and erosion and sedimentation of the river. The drainage of stormwater runoff and nutrients, such as fertilizer, into the river adversely affects existing aquatic habitats and food sources. The erosion and sedimentation directly displaces aquatic habitat by, among other things, filling in deeper holes in the river and altering its geomorphology. Various strategies exist to mitigate the loss of abundance, food sources, and habitat of aquatic or wetland dependent species. With respect to the direct loss of habitat resulting from landclearing, new habitat may be created or existing habitat may be enhanced. However, these alternatives are impractical here due to the relatively small size of the parcel involved and the generally good condition of the habitat on the lot. With respect to the loss of habitat from the drainage of stormwater runoff and nutrients into the river, a retention/detention pond often can capture the first, most polluted runoff accompanying a storm event. Again, due to the small area involved, this solution is typically impractical for a single residential lot. Mitigation of the loss of abundance, food sources, and habitat of aquatic and wetland dependent species from landclearing, stormwater runoff, and erosion is best achieved, in this case, by the creation of a conservation easement. The conservation easement can preserve functionally significant areas of underbrush and canopy to allow various wildlife species to continue to pass along the river safely, as well as to continue to occupy the area to rest and roost. The conservation easement can simultaneously preserve the existing vegetative buffer, which, together with the stormwater berm, can remove most of the pollutants associated with the first runoff during a storm event before the water reaches the river. The vegetative buffer would also arrest erosion and, thus, sedimentation. In its undisturbed state, Saboff's property is densely vegetated. The four-inch diameter benchmark for trees is based on the fact that trees of such a diameter, at breast height, generally provide a canopy that serves as effective cover for wildlife. About half of the trees on the lot are of such a size. However, many of the smaller trees are needed as underbrush habitat and for reforestation as larger trees die. Various aquatic and wetland dependent species travel along the river corridor, especially along the west bank, and rely upon the underbrush and canopy to escape predators and for food. Species such as limpkins, red shouldered hawks, little blue herons, great blue herons, ospreys, egrets, and green backed herons use the on-site wetlands for feeding and use the upland and wetland forest for escape cover. Turtles use the wetlands for feeding and uplands for breeding. Marsh rabbits nest and feed at the junction of the wetlands and uplands. Snakes and green tree frogs also use the site. The health of the river itself, which is an amenity upon which Saboff's lot draws, is vital to the abundance, food sources, and habitat of aquatic and wetland dependent species. This critical natural resource is dependent upon maintaining flow and controlling erosion, sedimentation, and nutrient loading. The removal of underbrush on Saboff's lot will hasten erosion and sedimentation of the river. The vegetation problem in the river will be exacerbated by erosion and sedimentation, as well as by the introduction of runoff-borne fertilizers. The stormwater berm is located between the river and the pool. The 25-foot contour runs generally about 30 feet riverward of the point of the house closest to the river, although the line can be hard to locate because the 25- foot contour line and the house do not run exactly parallel to each other. The 25-foot contour line marks the beginning of a relatively rapid slope down to the river. The efficacy of the mitigation provisions is dependent upon the degree of specificity in Condition 17 in terms of identifying the conservation area and describing the permitted uses within the conservation area. The Permit is unclear as to the extent of area covered by the conservation easement. However, the TSR and Partial Settlement Agreement indicate that the conservation area was intended to extend over the entire lot except for the portion cleared for the house, pool, mulched driveway, and sidewalk. This interpretation was borne out by the testimony of Glen C. Lowe, Chief Environmental Specialist of the District. Tr., pp. 302-03. In the testimony of Mr. Lowe, as well as the proposed recommended orders of the District and Petitioners, however, it is evident that the conservation area may be defined more narrowly, provided that the permitted uses are defined more specifically than they are in Condition 17 of the Permit. The evidence establishes that adequate mitigation of the loss of abundance, food sources, and habitat of aquatic and wetland dependent species resulting from the landclearing for the house, pool, mulched driveway, and sidewalk may be achieved by the use of a conservation easement over the portion of the lot riverward of a line running 25 feet from the point of the house closest to the river and parallel to the east side of the house. The conditions of the conservation easement must prohibit any uses that would disturb the underbrush or trees except as follows: underbrush and trees may be removed as necessary for the construction of the stormwater berm shown on the drawing of Land Engineering, Inc. received by the District on May 28, 1992, and identified as District Exhibit 4; trees less than four inches in diameter at breast height and underbrush may be removed as necessary for the construction of an elevated boardwalk no more than four feet wide and woven, to the extent possible, through the existing trees to connect the house or pool to a point on the river (but not to travel laterally along the river); branches of existing trees may be trimmed for the installation of a treehouse; underbrush may be disturbed by the placement and use of a sandbox, swing set, picnic table, and freestanding hammock. No other items, such as a fence or decking, may be installed, placed, or constructed in the conservation area without an amendment to the conservation easement and Permit.
Recommendation Based on the foregoing, it is hereby recommended that the St. Johns River Water Management District enter a final order issuing the Permit with the following Condition 17 (additions underlined and deletions stricken through): * Within 90 days of permit issuance, the permittee must record a deed restriction or conservation easement on the real property pursuant to Section 704.06, F.S., prohibiting all construction including clearing, dredging or filling, except that which is specifically authorized by this permit, within the *(conservation area as delineated on plans received by the District on 5/29/91) <<following- described area: riverward of a line running parallel to the east side of the house and 25 feet from the point of the house closest to the river.>> The easement must contain provisions as set forth in subsections 1(a)-(h) of Section 704.05, F.S. as well as provisions indicating that they may be enforced by the District and may not be amended without District approval. [[The easement may allow for some limited vegetation removal of trees less than 4 inches in diameter and of underbrush, to be agreed upon by District staff and the permittee.]] <<The deed restriction or easement shall prohibit any uses that would disturb the underbrush or trees except as follows: underbrush and trees may be removed as necessary for the construction of the stormwater berm shown on the drawing of Land Engineering, Inc. received by the District on May 28, 1992; trees less than four inches in diameter at breast height and underbrush may be removed as necessary for the construction of an elevated boardwalk no more than four feet wide and woven, to the extent possible, through the existing trees to connect the house or pool to a point on the river (but not to travel laterally along the river); branches of existing trees may be trimmed for the installation of a treehouse; underbrush may be disturbed by the placement and use of a sandbox, swing set, picnic table, and freestanding hammock. No other items, such as a fence or decking, may be installed, placed, or constructed in the conservation area without an amendment to the conservation easement and Permit.>> Within 30 days of the date of issuance of this permit and prior to recording, said easement must be submitted to the District for review and approval. Within 30 days of receipt of District approval, the permittee must provide to the District a certified copy of the recorded easement showing the date it was 2/ recorded and the official records book and page number. * Note: In the above quotation, additions recommended to the Permit is within the <<>>; deletions recommended to the Permit is within the [[]]. RECOMMENDED this 24th day of June, 1992, in Tallahassee, Florida. ROBERT E. MEALE Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, FL 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 24th day of June, 1992.
The Issue Whether or not the Petitioner, Dog Island Company, is entitled to the grant of a default permit from the State of Florida, Department of Environmental Regulation, premised upon a violation on the part of the Respondent of the conditions of Section 120.60(2), Florida Statutes, for the alleged failure on the part of the Respondent to respond to the application within the prescribed period of time in the above referenced section, thereby entitling the Petitioner to the grant of the requested permit without further justification on its part. Whether or not on the facts and evidence in this cause, the Petitioner, Dog Island Company, is entitled to the requested permit, which is the subject of this controversy.
Findings Of Fact This case concerns the application of Dog Island Company, Petitioner, to excavate a canal on Dog Island, a barrier island off the coast of Florida. This canal would be approximately 825 feet long, 85 feet wide, and 4 feet deep. At present the canal is partially completed. The initial application permit filed with the State of Florida, Department of Environmental Regulation, was made on December 10, 1976, and the terms and conditions of that application may be found in the Petitioner's Exhibit No. 1 admitted into evidence. This application is by the "short-form" method; however, it was later determined that the application needed to be filed on the "long form," in view of the amount of material to be dredged and filled. Consequently, on June 6, 1977, the Petitioner filed its reapplication and that reapplication may be found as Petitioner's Exhibit No. 9 admitted into evidence. The Petitioner by its action raises two points. The first point considers the Petitioner's contention that the Respondent must issue a default permit to the Petitioner in view of the Respondent's alleged violation of the conditions of Section 120.60(2) Florida Statutes. More particularly, the Petitioner asserts that the Respondent violated the conditions of Section 120.60(2), Florida Statutes, when it, the Respondent, stated to the Petitioner that the Petitioner must fulfill the requirements of Section 253.77, Florida Statutes, as a necessary prerequisite to the granting of an application for a dredge and fill permit. The second point of the petition is a prayer that the permit he granted on the merits of the request, if it is determined that the Petitioner is not entitled to a default permit. Turning to a consideration of the initial point raised by the petition, it may be further categorized as one, a general attack on the Respondent's treatment of the Petitioner's application and reapplication permit, in the context of the requirements of Section 120.60(2), Florida Statutes; and, two, the Respondent's alleged disallowance of the permit premised upon the belief that Section 253.77, Florida Statutes, would not allow the permit to be granted until the conditions of that portion of Chapter 253, Florida Statutes, had been complied with. The questioned provision of Chapter 120, i.e., Section 120.60(2), Florida Statutes, states in pertinent part: 120.60 Licensing.- * * * (2) When an application for a license is made as required by law, the agency shall conduct the proceedings required with reason- able dispatch and with due regard to the rights and privileges of all affected parties or aggrieved persons. Within 30 days after receipt of an application for a license, the agency shall examine the appli- cation, notify the applicant of any apparent errors or omissions, and request any addi- tional information the agency is permitted by law to require. Failure to correct an error or omission or to supply additional information shall not be grounds for denial of the license unless the agency timely notified the applicant within this 30-day period. The agency shall notify the applicant if the activity for which he seeks a license is exempt from the licensing requirement and return any tendered application fee within 30 days after receipt of the original appli- cation or within 10 days after receipt of the timely requested additional information or correction of errors or omissions. Every application for license shall be approved or denied within 90 days after receipt of the original application or receipt of the timely requested additional information or correction of errors or omissions. . . . By its argument herein, the Petitioner is convinced that the Respondent failed to notify the Petitioner within thirty (30) days after receipt of the initial application, of any apparent errors or omissions or to request any additional information the agency is permitted by law to require, again within the thirty (30) day period. This has a direct bearing in the mind of the Petitioner on the effective date of the license permit approval or denial, in relationship to the requirement that the license/permit be granted within ninety (90) days after the receipt of the original permit or receipt of the timely requested additional information or correction of errors or omissions. Factually, we have the initial application of the Petitioner which was filed on December 10, 1976, and received that same date. This was responded to by two items of correspondence. One, dated January 6, 1976, from the Panama City District Office of the Respondent, that being reflected in Petitioner's Exhibit No. 3 admitted into evidence; and a second exhibit, which is a January 10, 1977, correspondence from the central office of the Respondent, this item being found as Petitioner's Exhibit No. 5 admitted into evidence. Petitioner's Exhibit No. 3 notifies the Petitioner that his application is on the wrong form. The proper form should have been the "long form." (The initial application had been submitted on the "short form.") Therefore, on that basis alone, the ninety day requirement for issuance of the application was tolled. Subsequent to being informed by the Respondent that the application must be filed on the "long form," the Petitioner hired the firm of Barrett, Daffin and Figg, Architects, Engineers, Planners, Inc., to assist in the formulation of a reapplication. This document was filed June 6, 1977, and in the body of the document it is represented that this matter is a reapplication. A copy of this reapplication started the thirty-day clock for the Respondent to notify the applicant of apparent errors or omissions and request additional information permitted by the law, and it ran from June 6, 1977. The additional effect of the reapplication was to start a new ninety-day clock for approving or denying the permit and this clock was running from June 6, 1977, or from receipt of the timely requested additional information or correction of errors or omissions. On July 11, 1977, an employee of the Respondent filed what purports to be additional requests for information addressed to the Petitioner. The contents of this request may be found as Petitioner's Exhibit No. 10 and Respondent's Exhibit No. 7 admitted into evidence. This request is clearly outside the thirty day limitation set forth in Section 120.60(2), Florida Statutes, pertaining to the right of an agency to request additional information founded upon any apparent errors or omissions on behalf of the Petitioner, or any additional information the Respondent is permitted by law to require. Nonetheless, the Petitioner met with the Respondent to address the questions raised by the July 11, 1977, correspondence. This meeting was held on July 21, 1977, and out of this meeting the Petitioner, through its agent, responded in writing to the completeness summary of July 11, 1977. This response was dated July 25, 1977, and may be found as Petitioner's Exhibit No. 14 admitted into evidence. These responses were acknowledged by the Respondent on a copy of its July 11, 1977, completeness summary, this being Respondent's Exhibit No. 7. These acknowledgments show the date, July 26, 1977, and create the requirement on the part of the Respondent that it approve or deny the application within ninety days of the date of July 26, 1977. Within ninety days of that date, specifically on October 14, 1977, the Respondent issued the letter of intent to deny the permit; a copy of this letter of intent to deny may be found as Respondent's Exhibit No. 11 admitted into evidence. By its actions of responding to the July 11, 1977, completeness summary, the Petitioner has acquiesced in the right of the Respondent to make such request, notwithstanding the fact that the request had been made thirty days after the June 6, 1977, reapplication had been filed. The October 14, 1977, letter of intent to deny the permit application was timely and no default permit should be issued under the terms and conditions of Section 120.60(2), Florida Statutes. The Petitioner raises the additional point that Respondent was denying the permit application solely on the basis of the Respondent's contention that Section 253.77, Florida Statutes, had not been complied with. This impression on the part of the Petitioner came about after it had requested issuance of a default permit on November 17, 1977, under the belief that Section 120.60(2), Florida Statutes, required the permit to be issued. The Respondent, in the person of its secretary, issued a letter of November 29, 1977, in which document the secretary states that the permit cannot be granted because Section 253.77, Florida Statutes, has not been complied with in that proof of payment for state- owned dredge material is not reflected. Section 253.77, Florida Statutes, has the following language: 253.77 State lands; state agency authoriza- tion for use prohibited without consent of agency in which title vested.- No department, including any division, bureau, section, or other subdivision thereof, or any other agency of the state possessing regulatory powers involving the issuance of permits shall issue any permit, license, or other evidence of authority involving the use of sovereignty or other lands of the state, title to which is vested in the Board of Trustees of the Internal Improvement Trust Fund or the Department of Natural Resources under chapter 253, until the applicant for such permit, license, or other evidence of permission shall have received from the Board of Trustees of the Internal Improvement Trust Fund the required lease, license, ease- ment, or other form of consent authorizing the proposed use and exhibited it to such agency or department or subdivision thereof having regulatory power to permit such use. This act shall not apply to any permit, license, or other form of consent to take the regulated action which gas issued and outstanding on June 23, 1976. It can be seen by an examination of that section that it does not require payment for state-owned dredge material. It simply requires that the applicant have permission of the Board of Trustees of the Internal Improvement Trust Fund, in the person of the Department of Natural Resources. Moreover, there are no regulations existing which require that proof of payment be a precondition to any issuance of a dredge and fill permit by the Respondent. Nevertheless, the October 14, 1977, letter of intent to deny was sufficient compliance with the requirements of Section 120.60(2), Florida Statutes, and obviated the necessity to Issue a dredge and fill permit on a default basis. The issue in this cause should therefore be considered on its merits, and if the Petitioner prevails on the merits, then the permit should be granted conditioned upon the necessary approval of the State of Florida, Department of Natural Resources, on the question of payment for the fill material. This opinion is held because an examination of all the testimony and other items of evidence in this case leads to the conclusion that the land waterward of the mean high water line, at the mouth of the proposed canal, belongs to the State of Florida. (The land above the mean high water line at the site of the proposed canal is land which is owned by the Petitioner.) What then is the determination to be reached on the merits? The initial question that should be addressed on the issue of the merits of the case, is the question of what class of waters is found in the St. George Sound, which is the body of water that is fronted by the mouth of the proposed canal. The argument between the parties is on the issue of whether the waters are Class II or Class III waters. The significance of the difference between the classification is the fact that Class II waters require a more careful consideration of the environmental issues, as stated in Rule 17-4.28(8), Florida Administrative Code. The parties offered certain maps for consideration on the question of whether the waters were in fact Class II or Class III. These maps may be found as Petitioner's Exhibit No. 23, and Respondent's Exhibits Nos. 13 and 15 admitted into evidence. The real question, however, is whether or not the area in dispute meets the criteria for classification as a Class II body of water. That criteria pertains to the inquiry whether the site, either actually or potentially, has the capability of supporting recreational commercial shellfish propagation and harvesting. From the testimony offered in the course of the hearing, it is evident that the eventuality and potential does exist as outlined in Rule 17-3.08, Florida Administrative Code. It exists because of the existence of fish, oysters and shrimp in the immediate vicinity of the proposed canal. As a consequence, the Petitioner must have a plan of procedure which adequately protects the project area and areas in the vicinity of the project from significant damage of the site as a source of commercial or recreational shellfish harvesting and as a nursery area for fish and shellfish. This particular requirement for dealing with Class II waters only has importance because it creates a responsibility on the part of the applicant to adequately address the question of the marine life for the reasons stated above. In fact, the Petitioner has offered its explanation of how it intends to protect the marine life in these Class II waters at a time when the project is being constructed and subsequent to the construction. However, this effort at explanation of its protection of the shellfish and other related marine life found in the Class II waters is not convincing. If the canal is completed, certain forms of marsh grasses and attendant habitat will be removed, thus interfering with the function of the detrital food chain and associated food webs which are found near the proposed open end of the canal. This would result in the diminution of the marine resources. This can be seen by an examination of the Petitioner's Composite Exhibit No. 16, which is a series of photographs of the area and part of the Respondent's Exhibit No. 1, which contain further photographs of the area. Both of these sets of photographs have been admitted into evidence. Effectively, what exists at the site is a marsh area at the end of the canal nearest the sound, and a type of pond at the closed end of the canal. Furthermore, the removal of this marsh area will have no positive benefit to the public at large. This can be seen by a comparison of the proposed canal and an existing canal which is located in the immediate vicinity. There is a marked similarity between the length, width and depth of the proposed canal and the existing canal. In addition, the existing canal is a dead-end canal. In the existing canal, there is a substantial buildup of anaerobic muck at the closed end of the canal due to poor circulation and flushing by action of the tides. The water quality in the existing canal is also very poor in the measure of the dissolved oxygen count and this condition is not conducive to the survival of marine live. Although there is a worse condition, when speaking of anaerobic muck, that has built up in the proposed canal due to less circulation, there is no reason to believe that there will be any positive flushing effect to the proposed canal by completing the proposed canal and removing the marsh area. There is also a legitimate concern of possible salt water intrusion into the fresh water lens which serves as a potable water supply for residents of the island. Additionally, the experience in the existing canal has shown a development of shoaling at the open end of the existing canal and it is reasonable to expect the same type of effect in the proposed canal. This would further diminish the flushing of the waters in the canal and cause an unsatisfactory concentration of dissolved oxygen, bringing about problems such as the anaerobic muck and resulting difficulty for marine life. For the reasons stated above, the Respondent is justified in denying the reapplication for permit made by the Petitioner to excavate a dead-end canal of 825 feet long and 85 to 90 feet wide by 4 feet deep at the mean low water mark. The Proposed Findings of Fact and Conclusions of Law submitted by the parties have been examined, and where appropriate have been incorporated in this order. Those that do not comport with the Findings of Fact and Conclusions of Law of the undersigned are rejected.
Recommendation It is recommended that the application for permit to excavate a dead-end canal as set forth in the reapplication of the Petitioner be denied. DONE and ENTERED this 7th day of June, 1978, in Tallahassee, Florida. CHARLES C. ADAMS Hearing Officer Division of Administrative Hearings Room 530, Carlton Building Tallahassee, Florida 32304 (904) 488-9675 COPIES FURNISHED: Daniel S. Dearing, Esquire 424 North Calhoun Street Tallahassee, Florida 32302 Alfred W. Clark, Esquire Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32301
