The Issue The issues in this proceeding involve whether the Respondent, St. Joe Paper Company ("St. Joe"), is entitled to a "dredge and fill permit" authorizing it to construct a marina for recreational boats, containing 84 boat slips, along the eastern shore of the St. Johns River in St. Johns County, Florida. Embodied within that general consideration are issues involving whether St. Joe, in the construction and operation of the marina, can comply with water-quality parameters embodied in Chapter 17- 3, Florida Administrative Code, for Class III waters of the State, Section 403.918(1), Florida Statutes, as well as the public interest standards of Section 403.918(2), Florida Statutes, and the standard concerning "cumulative impact" embodied in Section 403.919, Florida Statutes.
Findings Of Fact The applicant, St. Joe, seeks to construct and operate a recreational boat marina, consisting of a single, main pier, 12 feet wide and extending some 850 feet waterward in a westerly direction from the shoreline of the east bank of the St. Johns River in St. Johns County, Florida. The main pier will join a terminal pier extending approximately 575 feet in a general north/south direction parallel to the shoreline of the St. Johns River, perpendicular to and abutting the longer main pier. Extended in a landward or easterly direction from the terminal pier structure will be four (4) individual "finger piers" ranging from 119 to 305 feet in length. Located along the individual piers and along a portion of the main pier near the waterward end of it will be 84 slips for recreational-type boats. Additionally, a breakwater system will be suspended along the outer perimeter of the terminal pier and northernmost and southernmost individual piers in order to reduce wave action and its effect on boats in the interior of the marina. Additional details concerning the marina design and operation are contained in the findings of fact below. The Site The site of the proposed marina is on the eastern shore of the St. Johns River in St. Johns County, Florida. At that point, the St. Johns River is almost two miles wide, being approximately 10,000 feet from shoreline to shoreline. The proposed marina site encompasses approximately 1,100 linear feet of river bank frontage. All of the adjacent upland property is owned by St. Joe, and St. Joe owns extensive additional river frontage to the north and south of the marina site. The nearest properties not owned by St. Joe are located 3,500 feet to the north of the site and 1,500 feet to the south of the site. The site is located approximately two miles north of Hallowes Cove, a relatively pristine, diverse and productive marine habitat. The site is characterized, landward of the terminal end of the pier and waterward of the upland, by an unvegetated "near shore area or tidal zone" which extends approximately 50 feet from the mean high-water line of the river to the mean low-water line. Waterward of this zone and extending to a depth of approximately two feet is a system of grass beds, (vallisnerida), commonly known as "tape grass". The grass beds extend approximately 200 to 250 feet from the shoreline. Waterward of the grass beds is an unvegetated area with a gradual slope to a depth of approximately six feet. From the six-foot contour of the river bottom, a relatively precipitous slope begins, extending to depths which exceed 19 feet. In this zone, there are no grass beds. Further waterward and extending beyond the most waterward extent of the the marina site, the river bottom rises somewhat to depths of 13 feet, 12 feet and 11 feet, in the direction of the center of the river. The river bottom substrate in the area of the marina is composed primarily of sand. This includes some shell and other coarse materials, with minor amounts of silt. In fact, organic silt is a very small portion of the bottom sediments, consisting, at a depth of four and one-half feet, of less than 1% silt and at a depth of 15 feet of less than 6% silt content. The present water quality prevailing at the marina site is good, and the benthic habitat in the general area is healthy and diverse. The most landward boat slips proposed at the marina will be located at a distance of approximately 275 feet from the most waterward extent of the grass beds. These most landward slips will be located in depths of approximately eight feet. Access to the marina will be from the north and south in defined channels marked on the west by the end of the individual piers and on the east by channel markers located at the depth contour of minus six feet. That is, the six-foot depth will be the most shallow portion of the channel marked by the channel markers, so that boats will not be permitted to navigate the shallower portion landward of the channel markers insofar as the marina's enforcement program can insure that. The approximate width of the northern channel is 75 feet, and the width of the southern channel is 50 feet. Due to the precipitous drop in depth beyond the contour of minus six feet, the average depth of the channels is 10 to 12 feet. The majority of the boat slips, as well as the basin of the marina, will be located in depths of between 10 and 18 feet. The consultant and expert witness who designed the marina, Erik Olsen, established that the length of the main pier and the location of the most landward of the boat slips and the location of the channel markers are all part of a design and plan intended to insure that marina and boat activity within the marina occur well beyond the extant grass beds and waterward of depths of six feet, to insure that no damage to the grass bed habitat area is occasioned by propeller scouring, "prop-wash", or grounding of boats. Other design measures are also intended to preclude boaters from entering the shallow depths and grass bed areas. Two tiers of signs will be located between the marina basin and the most waterward extent of the grass beds. First, regulatory buoys and signs are proposed to be located at the contour of minus four feet and will establish a "manatee protection zone" landward of that contour. The evidence reveals, however, that a safer contour for the manatee protection zone boundary to be established by the applicant would dictate placing the regulatory warning signs concerning the manatee protection zone at the same contour, minus six feet of water, where the channel markers will be located. This is because the marina will serve boats of up to 4.5 feet in draught. Secondly, a tier of signs will be located approximately ten feet waterward of the most waterward extent of the grass beds warning boaters that aquatic grass beds exist landward of the signs and that prop dredging and boat operation is prohibited. Such warnings at the locations found above should be mandatory conditions to any grant of the permit. A specific, agreed-upon condition is already in the draft permit issued by the Department prescribing the size and lettering of these signs and other design details. A railing will extend, as proposed by the applicant, along the main pier between the slips and the shoreline to discourage boaters from mooring along the main pier, landward of the slips. The evidence establishes that in order to more adequately insure protection of the manatee habitat area and the grass beds, a mandatory condition in boat-slip rental leases should be inserted to absolutely prohibit boaters from mooring along the main pier, landward of the boat slips. Because of the currents and significant water depth prevailing at the marina site, the marina construction will require no dredging nor will operation and maintenance of the marina require any dredging on a continuing basis. Additionally, in the interest of protecting water quality, no fueling facilities or boat fueling will be permitted at the marina at all; and the grant of a permit should be mandatorily conditioned on this basis. Neither will any boat maintenance or repair be permitted at the marina, including no hauling of boats or scraping or painting of boat bottoms. This condition should be clearly pointed out to users of the marina by appropriate warning signs regarding the prohibition against boat maintenance and repair, including warnings concerning the proper methods of disposal of used oil and other petroleum products. The marina will feature pump-out facilities for boat heads and bilges. The pump-out facilities will consist of a central pumping system in which waste is removed from the boats, transported by pipeline to an upland, central waste water collection and treatment system. No holding tanks or other storage of wastes will be located at the piers. The pump-out facility will serve not only the boat heads but also boat bilges in order to prevent contaminants, such as oil and boat fuel from entering the State waters involved. The piers will feature trash collection containers of appropriate number, size and location on the piers so as to provide convenient trash disposal for each boat slip. The piers will also feature plastic modular dock boxes to preclude boaters from randomly storing materials and equipment on the piers. No fish cleaning will be permitted on the piers at all, but rather must be accomplished on the uplands, with disposal of related wastes in the upland collection system. A "no wake" zone will be established in an area extending 500 feet north and 500 feet south of the marina. The "no wake" zone will be marked pursuant to requirements of the Florida Marine Patrol. The marked "no wake" zone should also extend waterward of the farthest waterward extent of the marina, as well as 500 feet north and south of it. Only private, recreational boats will be moored at the marina. All commercial boats will be prohibited. The marina will serve a Yacht Club to be developed by St. Joe in conjunction with the marina. Only members of the Yacht Club and their guests will be permitted to use the marina. This will assist with enforcement of the various conditions on marina operation and maintenance by the owners as to the boat-slip lessees and their guests. This and all other conditions should be enforced by mandatory restrictions in the boat-slip leases. Likewise, the applicant has agreed to permit no "liveaboard" boats at the marina in order to avoid the possibility of sewage or other contaminants entering the State waters from liveaboard boats. The upland facilities will include restrooms, and signs should be appropriately placed on the piers to advise boaters and boat owners and operators of the availability of restroom facilities. The marina will not feature fueling facilities; however, St. Joe will maintain pollution containment supplies and equipment at the marina sufficient to contain any potential fuel or other petroleum spills from catastrophic events, such as the rupture of a boat fuel tank. Expert witnesses for St. Joe established that a "management and operational plan" designed to enforce the provisions enumerated above will be enacted by the applicant. The management and operational plan includes three mechanisms of enforcement: Warning signs. Boat-slip lease agreements which must incorporate all restrictions found to be necessary herein. These will contain an enforcement provision providing for mandatory eviction from use and lease of the marina facilities for any breach of those conditions by lessees or their guests. Management personnel will be employed on the marina property to enforce all restrictions and conditions designed to insure environmentally-safe operation and maintenance of the marina, and such personnel should be employed during all operating hours of the marina, not just during daylight hours, as proposed by the applicant. Signs will be posted at conspicuous locations at the marina and at the upland facilities of the Yacht Club informing boaters of the marina rules and prohibitions. The signage will be visible to Yacht Club members and their guests using the marina, and members' guests will be required, upon mooring at the marina, to register and to review the rules and prohibitions. Boat-slip lease agreements at the marina will incorporate these marina rules and prohibitions. Under the lease agreements, a violation of the marina rules or prohibitions by a member or guest will be considered a breach of the lease and will result in revocation of the lease and removal of the member's boat from the marina. A dock master will be employed at the marina to supervise the operation and maintenance of the marina and will be assisted by dock hands and other personnel in order to see that the conditions and restrictions referenced herein are enforced. The applicant has proposed such personnel being employed during daylight hours. However, in order to insure that the standards for operation and maintenance of the marina and boats using it will be enforced so as to avoid water-quality violations and violations of the public interest parameters delineated below, the permit grant should be conditioned upon such personnel being employed during all operating hours of the marina, whether daylight hours or not. If this is accomplished, the enforcement mechanisms outlined in the management and operational plan will reasonably insure enforcement of the marina's rules, prohibitions and conditions on any grant of the permit and likewise reasonably insure that water-quality and public interest standards are not violated. Upland Facilities The upland and Yacht Club facilities to be developed in conjunction with the marina will be located on approximately seven acres adjacent to the marina site. The Yacht Club and related facilities will include a clubhouse, parking, and a storm water treatment system which will serve the upland facilities. St. Joe has obtained a conceptual permit for the management and storage of surface waters for the proposed upland improvements, including the Yacht Club. It will also seek a permit for the storm water treatment system, itself. St. Joe, through its consultants, has investigated and opined that the installation of the proposed upland facilities are feasible and can comply with applicable regulatory criteria and is pursuing the necessary permits and approvals from local governments and state agencies. It will insure that all such is accomplished prior to initiation of construction of the Yacht Club facilities. The precise configuration and design of all upland facilities will be dictated by applicable local ordinances and the requirements of State regulatory agencies. Marina Impacts The applicant/Respondent and the Petitioners are in essential agreement, through the testimony of their witnesses, regarding the general potential impacts which may be posed by marinas in a general sense, when located in proximity to environmentally-sensitive areas. Concerning anticipated impacts of this marina at the subject site, however, St. Joe presented the testimony of three expert witnesses, as well as a hydrographic study. It was thus established that violations of the pertinent water-quality statute and rules and the public interest standards contained in the statute referenced herein will not be violated. The Petitioners, although presenting both lay and expert testimony regarding the water quality and habitat type and quality in the general area of the site and the general impacts that can be caused by marinas in such areas, presented no expert testimony or studies regarding the anticipated impacts of this particular marina, as designed and configured by the applicant, on the subject site and aquatic habitat. Water Quality Considerations Marinas are potential sources of pollutants which may adversely impact water quality. Different sources at a marina may generate different pollutants; and in this case, testimony addressed these potential pollutant impacts. The totality of the expert testimony taken at hearing establishes that the marina will not likely cause a violation of applicable water-quality standards. One witness for the Petitioners, Bill Watkins, was accepted as an expert in water quality. In describing potential impacts of the marina, however, he only opined that there "could be some effect on water quality"; however, he did not specifically establish adverse effects on water quality which could be anticipated or reasonably expected regarding violations of applicable standards. Mr. Watkins acknowledged: "As to whether or not that degree of pollution, and that's what we're talking about, degree of impact, would be something that would be, have a significant degradation effect, I could not answer without further site specific studies." Mr. Watkins further described the type of site specific information which would be required for him to make a proper assessment of water-quality impacts, including hydrographics and the nature of the sediments existing at the site. Other witnesses for the Petitioners similarly declined to opine regarding violations of the water-quality standards because site specific information was not available to them. Dr. DeMort, for example, explicitly declined to offer an opinion regarding water-quality violations. The opinions and testimony of the expert witnesses on water quality presented on behalf of St. Joe, as well as by the Department, are accepted in establishing that no water-quality violations by the construction and operation of the marina are anticipated. The reasonable assurance that water-quality violations will not occur through the construction and operation of the marina is illustrated by the unrefuted evidence concerning the hydrographics by which the site is characterized. A knowledge of site hydrographics is necessary to accurately determine potential water-quality impacts. A hydrographic study was prepared by St. Joe through the auspices of its consultant, Olsen Associates Incorporated. The experts who prepared that study testified on behalf of St. Joe at hearing, and a Department witness who reviewed the study testified by deposition. None of the Petitioners' expert witnesses addressed the subject of site hydrographics other than to note that they were an important consideration. Mr. Buckingham was accepted as an expert witness in the area of marine engineering with emphasis on hydrographics. He testified regarding the hydrographic study prepared and submitted by St. Joe. The study involved the collection of data at the site, including the gauging of water surface elevations over a two-day period in December of 1988; the comparison of those elevations to predicted elevations based upon historical data; a measurement of current velocities at the site; a dye study to assess the flow regime at the site; and the gathering of depth soundings and sediment samples to confirm the bathymetry and nature of bottom sediments at the site. The hydrographic study also involved the analysis of the data collected at the site. Hydrographics at the site are composed of two components, the transport of a pollutant by advective currents and the dispersion or diffusion of a pollutant within the water column. The physical transport by advective currents dominates the hydrographic circumstance prevailing at the marina site. A pollutant introduced at the site is more likely to be physically transported away from the site, in addition to being merely dispersed through the water column at the site. This is because of the relatively high current velocities prevailing. Both the transport and dispersion components were analyzed in the study to determine the time and distance necessary to reduce an initial concentration of a hypothetical pollutant to 10% of its initial concentration. A pollutant introduced at the site would be reduced to 10% of its initial concentration in less than seven minutes and within 400 feet of the site on the ebb tide and within 300 feet of the site on the flood tide. Moreover, the "plume" of this hypothetical pollutant would occur in a longshore direction parallel to the shore, as opposed to a direction toward the shore and would be of comparatively narrow width (approximately 30 feet). The hydrographics of this site are such that a complete water exchange will occur in 20 to 30 minutes at any point during the tidal cycle. The evidence thus demonstrated that the site is extremely well flushed by tidal currents. In his deposition, Ken Echternacht, of the Department, testified that data in the hydrographic study was realistic in his experience and that he had no questions or concerns regarding the data and methodology used to confirm that data. In addition to Mr. Buckingham's testimony and the study, itself, the testimony of Dr. Echternacht established that flushing is of no concern and is thoroughly adequate at the site. Dr. Echternacht is the Department's hydrographic engineer, whose function is to review all dredge and fill permit applications which may have impacts upon the hydraulics of surface water systems. He has reviewed approximately 1,500 dredge and fill permit applications. His testimony and that of Mr. Buckingham is accepted, as is that of other Department expert witnesses in establishing the excellent flushing characteristics of the site and that the construction and operation of the marina will not adversely affect the present hydrographic situation at the site, as that relates to establishing that no water quality violations will occur. All marinas are potential sources of pollutants. The first to be addressed involves the installation of the pilings themselves during the construction of the marina. This is a potential source of turbidity. Turbidity involves the suspension of bottom sediments and substrate material in the water column, which can pose, among other problems, the retardation of light penetration through the water column which can have an adverse impact on photosynthesis in marine grass beds. In extreme cases, it can cause the destruction of grass beds through killing of the grass by lack of adequate light penetration, as well as the smothering effect of sediments being deposited upon grasses. The method to be used by St. Joe in installing the pilings will be by "jetting" them into the bottom of the river initially and then driving the pilings into the river bottom to the required depth to support the piers. Witnesses for St. Joe and the Department established that this method will constitute an adequate safeguard to be employed during construction to minimize any turbidity. Any temporary or local turbidity caused by the installation of the pilings will be transitory and will pose no significant water-quality violation; however, turbidity curtains will, be employed, if necessary, by the applicant to control any such turbidity during construction. Another potential source of turbidity at a marina involves the dredging, washing or disturbance of the river bottom caused by boat propellers or boat keels. The evidence demonstrated that the risk of such "prop dredging" or wash at this marina will be negligible due to the design features and conditions at the site, including the channels and channel markers, and particularly by the depth of waters prevailing at the site. The marina basin and boat slips are located in water of sufficient depth to prevent prop dredging or wash. The =average depth of the entrance channels is between 10 and 12 feet. Maneuvering within the marina basin will occur in depths of 10 feet or greater. Although the most landward boat slips are located in depths of approximately eight feet, the average depth within most slips is approximately 10 to 12 feet. These depths are based upon the bathymetric survey of the site and confirmed by random soundings performed during the course of the hydrographic study in evidence. Further, these depths are "mean low water" depths. Mean low water reflects the "lowest expected level" within a 29-day tidal epic. The "mean lower low" level is the lowest expected level over the course of a year. That level prevailing at the site, according to the study, is 0.1 feet lower than mean low water. The maximum draught of boats expected to be moored at the marina is 4.5 feet. Thus, the depths in the marina will allow ample clearance between propellers and keels and the river bottom. The required clearance between boat bottoms and propellers and the river bottom can further be assured by proper placement of boats in the boat slips in the leasing process and in the assignment of boat slips to casual, temporary users of the marina. In other words, the larger boats will be assigned to the deeper, more waterward slips. Other measures include warning signs, which should be placed along the six-foot depth contour, along the landward edge of the entrance channels and beyond the waterward extent of the grass beds. This will insure that boaters do not stray into shallow-water, aquatic habitat areas. A second factor in determining the potential for prop dredging at the marina is the nature of the sediments themselves. Four witnesses, including those testifying for the Department and for the Petitioners, established that the sediments at the site are primarily sand-based, with minimal organic silt content. The sandy nature of the sediments minimizes the potential for turbidity caused by prop dredging or prop washing (hydraulic currents created by propeller operation) because sand, by its density, mass and weight, tends to settle out to the bottom much quicker if it is suspended in the water column. Even if prop dredging did occur at the marina, generating turbidity, the high flushing characteristic of the site would quickly transport and disperse any such turbidity and render it undetectable and likely prevent its deposition on the grass beds. A potential source of pollutants at a marina is boat fuel. Expert witnesses for the Department and the applicant established that the design and operational features of the marina, primarily the absence of any fueling facilities, will minimize or eliminate the potential for pollutants generated by fueling operations. Another potential source of pollutants at a marina is waste from boat heads and bilges generated by flushing boat heads or pumping out of bilges with bilge pumps. Expert witnesses for St. Joe, as well as the Department, established that the design and operational features with which this marina will be characterized will minimize or eliminate the potential for such pollutants to be generated because liveaboard boats will be prohibited, and the pumping out of heads and bilges will also be prohibited because of the conditions agreed to by the applicant for a grant of this permit. Another potential source of pollutants at a marina is the use of anti-fouling paint used on the bottoms of boats and the periodic scraping and repainting of boats. Expert witnesses for the Department and the applicant established that the operational features and design of this marina will minimize the potential for pollutants from this source because boat painting, sanding, and scraping and other operations attendant to boat painting will be absolutely prohibited at the marina. Finally, another potential source of pollutants would be trash and garbage materials. The potential for pollution from this source will be minimized by the use of trash containers and dock boxes located at frequent intervals around the piers and boat slips, as well as the instructional signs to be placed on the piers and slips by the applicant and the publication of marina rules in order to inform boat operators and guests of the necessity to dispose of trash in the proper containers. It has thus been established that the design and operational characteristics of the marina and conditions to be imposed thereon will minimize or eliminate the potential for pollutants to be generated and placed in the surface waters at the site. The marina will not occasion violations of applicable water-quality standards. Any pollutants which might be deposited in the surface waters at the site will be quickly transported and dispersed so as to be undetectable at the marina or in the vicinity of the marina because of the critical role played by the hydrographics prevailing at the site. Public Interest Impacts Much of the testimony at hearing regarding impacts upon the various public interest standards, including wildlife and habitats, focused upon the grass beds, and the benthic communities prevailing in deeper water at the site, as well as the fact that the site is used by manatees. Dr. Quinton White was accepted as an expert in biology and biological impacts of marina construction and operation. He testified on behalf of the applicant. His testimony and that of other expert witnesses offered by St. Joe and the Department established that there would be no adverse impact on benthic communities and organisms, including manatees, caused by the construction and operation of the marina. The Petitioners called expert witnesses on the issue of impacts on wildlife. Mike Allen, a Florida Game and Fresh Water Fish Commission staff member, testified that he was not really qualified as an expert in fisheries or benthic communities but, rather, in terms of terrestrial species which are not involved in this proceeding. Lawson Snyder, another Florida Game and Fresh Water Fish Commission staff member, was accepted as an expert in fisheries biology on behalf of Petitioner but testified that the marina's impacts upon fish and wildlife would not be detectable. Jim Valade, a Florida Department of Natural Resources staff member, was also accepted as an expert in marine biology, including fish and manatees, but testified that the permit applicant has taken steps to protect manatees in virtually all aspects and that his department's concerns regarding the safety of manatees have been adequately addressed by the design and proposed operation of the marina. Bill Watkins, a St. Johns River Water Management District staff member, was accepted as an expert in biology, but testified that the design of the marina provides the grass beds "a fair degree of protection" and declined to opine that the marina would have any adverse impacts upon wildlife or fish. Finally, Dr. Carol DeMort, in her deposition, specifically declined to render any opinion regarding adverse impacts upon wildlife or fish. Thus, the evidence adduced by the Petitioners at hearing did not rebut the evidence introduced by the applicant that the marina will have no detectable impacts upon wildlife or habitats involved in the vicinity of the site St. Joe introduced evidence concerning impacts from shading upon grass beds by the marina structures themselves and from turbidity "washed" onto, the grass beds by motorized boats maneuvering in the marina basin. Expert testimony was adduced that established that shading caused by the widest pier, that is, the main pier with a width of 12 feet, would have no adverse impact on the grass beds due to shading. That testimony was unrebutted and is accepted. Two expert witnesses for St. Joe, a marine engineer and a biologist, as well as a Department witness, established that, even assuming that turbidity was generated by propeller action in the marina basin, the turbidity resulting from prop wash would not be transported 275 feet from the marina basin offshore to the :grass beds at the inshore area. They attributed those opinions to the nature of the sediments involved which are not readily suspended, the flushing at the site, the distance between the basin and the grass beds, and the typical extent of prop wash from boats expected to be used at the marina. The Petitioners presented two witnesses, who testified regarding the impacts of prop wash. Mr. Allen, an expert in upland terrestrial species, testified regarding the potential for deposition of sediments on grass beds but also acknowledged that the hydrographics at the site, the distance between the marina basin and the grass beds and other protective measures would minimize this potential. One lay witness for the Petitioners testified to the effect that if a "handful" of boat owners in the marina violated the "no wake" restrictions and accelerated their boats in violation of those restrictions, they would cause turbidity to be placed upon the grass beds. His testimony was contradicted, however, by a marine engineer, who testified that prop wash is a function of many parameters (e.g., the RPM of the engine, the horsepower of the engine, the draught of the boat, and configuration of the propellers, etc.). He established that it would not be reasonable to expect prop wash extending twice the length of a boat. Regarding impacts upon benthic communities at the site, the applicant introduced expert testimony which established that the benthic communities in that vicinity of the marina, including the grass beds, fin fish, shellfish, and other organisms, will not be adversely impacted by the construction and operation of the marina in light of the safeguards which would be imposed upon the permit, as delineated herein. This is primarily due to the absence of significant concentrations of pollutants to be expected and the hydrographics prevailing at the site as that relates to the unlikelihood of boat grounding, prop dredging, and prop wash suspending pollutants and turbidity and depositing them on benthic community habitat areas. Only one of Petitioners' witnesses, Dr. DeMort, testified in her deposition concerning potential impacts upon benthic communities. Dr. DeMort made it clear, however, that she had conducted no investigations and studies necessary to enable her to render an expert opinion on the impacts upon the benthic communities prevailing at the site which might be caused by the marina's construction and operation. Her testimony in this regard only related to marina installation and operation in general and was not related to the specific design characteristics and proposed operational parameters of the subject marina. Manatees are an endangered species. There is much concern about their welfare with regard to the proposed project because all parties acknowledge that the site and the shoreward grass bed areas, particularly, are frequented by manatees, particularly for summer foraging. Manatees tend to forage in shallow waters and associated grass beds. Boats pose definite hazards to manatees and cause significant manatee deaths each year due to impact from boats, as much as 15% to 30% of the known population. In response to this hazard, the U.S. Marine Mammal Commission has recommended that grass beds be protected and that establishment of protective or "no wake" zones in manatee foraging areas be accomplished. In light of such restrictions voluntarily agreed to by St. Joe and its expert testimony in this regard and in light of the manatee education and awareness measures proposed by the applicant, it has been demonstrated that the marina will not have any negative impact on the manatee population in the area. The Petitioners' only expert witness concerning manatees, Jim Valade, indeed, opined that the marina had taken steps to protect manatees "in virtually all aspects". In this connection, the design features in the management and operational plan discussed herein and proposed by the applicant embodies measures to address potential impacts upon manatees which frequent the marina site. These include manatee awareness signs to be posted at the marina; and an additional specific condition has been agreed upon by the Department and the applicant which specifies the size, lettering and other details of the warning signs, and the location of them within the marina, all of which will be included in a plan to be submitted to, reviewed, and approved by the Florida Department of Natural Resources. Additionally, a permanent educational display will be located at the Yacht Club informing boaters who frequent the facility of the presence of manatees in the area and the need to minimize the impact of boats upon manatees. During construction, if a manatee is sited within 100 yards of the marina site, construction activities will cease and not resume until manatees have left the area. A handbook will be prepared concerning manatees and the effect on them of boat operation, which will be distributed to employees of the facility and to Yacht Club members and guests. This requirement and the review of it by Yacht Club members and guests will be an integral requirement in the terms of the slip leases. Additionally, no docking facilities, pilings or cleats will be located along the portions of the piers not containing boat slips in order to discourage boaters from attempting to moor at those locations, which will reduce the number of boats frequenting the marina, as that relates to manatee safety. This portion of the St. Johns River functions as a highly productive juvenile fish nursery and sports fishing area. Therefore, an examination of the marina's potential impacts upon marine productivity, fishing and recreation in the area is an important consideration in this proceeding. The discussion of this potential impact involves the same issues discussed in connection with impacts upon water quality and wildlife habitat; namely, the generation of pollutants and the impacts upon the grass beds and benthic communities directly by boat operation itself. Unrefuted testimony adduced by the applicant and the Department has established that impacts upon the fish population and upon marine productivity, fishing and recreational values will not be adverse. No deliterious effect is likely to be occasioned the fisheries and fish habitat and the habitat of other aquatic organisms in terms of juveniles or adults or to the sport fishing values of the area in which the marina will be located. Indeed, the marina structures and the shade and concealment offered by moored boats will provide additional habitat for juvenile fish, as well as provide an additional source of food because of the "fouling communities" of life forms which will be expected to grow on the pilings. These will serve as food for juvenile fish and some species of adult fish which, in turn, will enhance the food supply of predatory fish operating at an upper level in the food web. The boats and structures themselves also will operate as a source of protection for certain fish populations from predators. The Petitioners produced a fisheries biologist as an expert witness, who testified in this regard; but he acknowledged that he did not know whether noticeable impacts on conservation of fish, marine productivity and recreational values will be caused by the installation and operation of the marina. He testified in a general sense that he feared some negative impacts might result but did not feel that any such impacts would be detectable based upon testimony he heard and deferred to, including testimony that the littoral zone would not be impacted by the marina to any significant degree. He ultimately opined that the marina would likely have little impact on sports fishing. The other witness produced by the Petitioners concerning impacts upon fishing and recreational values was unable to render any expert opinion, by her own admission, because she had conducted no studies or otherwise been provided information regarding the design and proposed operation of the marina. Consequently, the testimony adduced by the applicant as to these parameters is accepted; and it has been established that the marina will not adversely impact fisheries, fish conservation, aquatic habitat, sport fishing, recreational values and marine productivity in the area involved at the project site. Regarding potential impacts upon the public health, safety and welfare and property of others, the applicant and the Department adduced expert testimony that no adverse impact regarding these interests will occur. The testimony of Petitioners' experts similarly establishes that the marina would not pose safety hazards or would otherwise give rise to any noticeable impacts upon the public health, safety, welfare and property of others. Regarding potential impacts upon navigation or the flow of water, St. Joe and the Department introduced expert testimony to establish that the marina would not adversely impact navigation or the flow of water, and it is so found. The Petitioners' introduced no evidence regarding this subject. Regarding potential impacts upon significant historical and archaeological resources, the applicant and the Department introduced evidence that no adverse impact as regards these resource parameters will occur. Although one of the Petitioners, in her testimony, speculated that the marina could "detract" from the William Bartram scenic highway, she was unable to specify how the marina would impact the highway or to what extent the highway was a significant, historical or archaeological resource. It is found that no such adverse impact on the William Bartram scenic highway will occur. Cumulative Impact Regarding cumulative impacts, the applicant and the Department introduced evidence that the marina would not give rise to impacts which, cumulative with the impacts of other marina facilities, would be significant. The evidence establishes that there are six marinas within four miles of this marina site; two upriver, and four downriver. Due to the hydrographic circumstances in the area and the distance of the other marinas from this site, it has been demonstrated that the addition of this marina to the area will not result in any adverse cumulative impacts. Mr. Mike Allen, the expert in upland terrestrial species (not involved in this proceeding), referenced in his testimony the cumulative impacts he feared on sports and commercial fishing. Mr. Allen made it clear, however, that his reference was not to cumulative impacts caused by the marina and existing marinas but, rather, to impacts which could be brought about by many such future facilities located in this particular area. The evidence does not reflect, however, that any other marinas are conceptually contemplated or are the subject of other permit applications for this area for the future. It is thus found that no significant adverse cumulative impacts will be occasioned by the installation and operation of the subject facility.
Recommendation Having considered the foregoing Findings of Fact, Conclusions of Law, the evidence of record, the candor and demeanor of the witnesses, and the pleadings and arguments of the parties, it is therefore, RECOMMENDED that the application of St. Joe Paper Company for the dredge and fill permit at issue be granted, provided that the terms and conditions enumerated in the Department's Intent to Issue, in evidence as St. Joe Exhibit 9, and accepted by the applicant, as well as those conditions found in this Recommended Order to be necessary and supported by the evidence, are incorporated in the permit as mandatory conditions. DONE AND ENTERED this 26 day of October, 1990, in Tallahassee, Leon County, Florida. P. MICHAEL RUFF 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 29 day of October, 1990. APPENDIX TO RECOMMENDED ORDER IN CASE NO. 89-5053 Applicant's/Respondent's Proposed Findings of Fact 1-53. Accepted, but are subordinate to the Hearing Officer's Findings of Fact on the same subject matter, particularly in those several instances where conditions on the grant of the permit have been recommended to be modified somewhat by the Hearing Officer in light of the totality of the preponderant evidence presented. Rejected, as unnecessary. Accepted. Respondent DER's Proposed Findings of Fact The Department submitted no proposed findings of fact but, rather, adopted those submitted by the applicant/Respondent. Petitioners' Proposed Findings of Fact Petitioners, Hoffert, presented no proposed findings of fact but, rather, a letter in the nature of final argument which has been referenced and discussed in the above Preliminary Statement to this Recommended Order. Petitioners, Cornwell, submitted a post-hearing pleading; but it contained no specific, separately-stated proposed findings of fact, which can be separated from their mere recitation and discussion of testimony in evidence and arguments such that coherent, specific rulings could be made. Petitioners, Cornwell's post-hearing pleading did not conform to the instructions given to them by the Hearing Officer at the conclusion of the hearing concerning the appropriate manner for submission of proposed findings of fact, and they were submitted late. They have been considered in the rendition of this Recommended Order, however, in spite of the fact that they were filed in a tardy fashion. COPIES FURNISHED: Dale H. Twachtmann, Secretary Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, FL 32399-2400 Daniel H. Thompson, Esq. General Counsel Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, FL 32399-2400 T. R. Hainline, Jr., Esq. ROGERS, TOWERS, ET AL. 1300 Gulf Life Drive Jacksonville, FL 32207 William H. Congdon, Esq. and Joanne Barone, Esq. Department of Environmental Regulation Twin Towers Office Building Room 654 2600 Blair Stone Road Tallahassee, FL 32399-2400 Barbara Davis Winn 3448 State Road 13 Jacksonville, FL 32259 Mary and Irv Cornwell 2652 State Road 13 Switzerland, FL 32259
Findings Of Fact The following findings are based on the uncontested facts alleged in Petitioner's Motion For Summary Recommended Order and from the Final Orders issued in Bayshore Homeowners Association v. Department of Environmental Regulation and Grove Isle, Inc., Case Nos. 79-2186, 79-2324 and 79-2354. On December 29, 1980 DER entered a Final Order on the application of Petitioner for a 90 slip marina in Biscayne Bay, Florida. The Order denied the permit because Grove Isle had not demonstrated that the project is "affirmatively in the public interest" and because the applicant had not demonstrated that it "can meet ambient water quality standards within the project area itself." In the Recommended Order on Remand the Hearing Officer had defined "existing ambient waters" to be the area in the cove between Grove Isle and the Miami mainland. The Final Order rejected that concept and held if any waters others than those contained within the immediate project site were to be considered as ambient, Petitioner must request a mixing zone as part of its application. See Section 17-4.242, (1)(a)2.b. and Section 17-4.244, Florida Administrative Code. By a letter received at the Department of Environmental Regulation on May 20, 1981, Grove Isle reapplied for the boat dock permit which was the subject of the foregoing proceedings. Petitioner's application, which was in the form of a letter from counsel, stated: May 18, 1981 Mr. Larry O'Donnell Department of Environmental Regulation Post Office Box 3858 West Palm Beach, Florida 33402 RE: GROVE ISLE - Application for Boat Dock Dear Mr. O'Donnell: On behalf of Grove Isle, LTD, I am reapplying for the boat dock permit previously applied for by Grove Isle, LTD. Please consider this a short-form application. Your office designated a previous file number, DF 13-7956, to this matter. In conjunction with that application I am applying for a mixing zone, pursuant to Rule 17-4.244, for both the construction and operation of this marina. Please refer to your file on the previous application and incorporate said documents into this reapplication. I am submitting with this application: A scale drawing (one inch = 100') of the proposed facility. (which you have) A certified survey of the proposed mixing zone. (one inch = 100') An application fee of $20.00 A copy of the Final Order issued by Jacob D. Varn, former secretary of DER, on the previous application. A copy of the Notice of Intent previously issued for this project, dated 9/23/79. (which you have) As you will note from reading Mr. Varn's Final Order, he concluded that issuance of this permit was not appropriate inasmuch as the applicant had not applied for nor received a designated mixing zone. We do not necessarily agree with this order and have, in fact, appealed this decision to the First District Court of Appeal. However, in an attempt to keep this matter from becoming any more complicated, we have decided to reapply for the permit and to apply for a mixing zone. We do not concede that a mixing zone should be required for this project or that the facility will result in the release of any pollutants so as to significantly degrade ambient water quality. However, should this project, through its construction or operation, result in the release of any pollutants, I believe they would be limited to: Bottom sediments placed in suspension by the installation of the concrete piles used to support the docking facility during construction; Minimal amounts of oil and grease which may escape from the various vessels moored to the docks; The constituants of anti-fouling paint which may be applied to the hulls of the various vessels moored at the docks. Turbidity will be controlled by the use of curtains during construction. If lowered water quality occurs at all in this project it would only occur within the designated mixing zone, as per Rule 17-4.242 (2)(b) F.A.C. Please advise me should additional information be needed to process this re-application. Yours truly, /s/ KENNETH G. OERTEL On June 19, 1981, DER sent a "completeness summary letter" to Petitioner which requested the following information: Your project is in Outstanding Florida Waters. Please provide the following items demonstrating compliance with Section 17-4.242, Florida Administrative Code. Please demonstrate that this project is clearly in the public interest and that this project will not result in the degradation of ambient water quality beyond the 30 day construction period. Petitioner responded by letter dated June 22, 1981 and which was received at DER on June 25, 1981. Petitioner said in pertinent part: Dear Mr. Duke: If you would check your previous file no. DF-13-7956, I believe you will find all the information you have requested has previously been provided to your office either in that permit file or through the administrative hearings held in pursuit of this application. I think it would be more fruitful if you would communicate with Al Clark, Attorney for DER, with regard to the status of this application. As I do not wish to speak on behalf of Mr. Clark, I believe you should confirm the status of this application with him, particularly in view of our attempt to comply with Secretary Varn's Final Order which suggests the application for this mixing zone. The record reflects no further correspondence between the parties until September 23, 1981 when the Department entered a Final Order Denying Application for Permit. The Order provided that: This project was reviewed previously (DF 13-7956) and was determined not to be clearly in the public interest pursuant to Section 17-4.242, F.A.C. No further evidence upon resubmittal, has been provided to clearly demonstrate that this project is in the public interest. Furthermore, the requested mixing zone exceeds that allowable pursuant to Section 17-4.244, F.A.C. and can be applied only during the construction period, pursuant to Section 17-4.242, F.A.C. During the operation of this facility ambient water quality is expected to be degraded in violation of Section 17-4.242, F.A.C. This order was entered ninety-one days after DER received Petitioner's June 22, 1981 letter.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED: That the Department of Environmental Regulation issue the permit applied for by Petitioner, Grove Isle, Ltd. on May 20, 1981 subject to the conditions contained in the Notice of Intent To Issue Permit dated October 23, 1979 which is a part of the record in Bayshore Homeowners Association et al., v. State of Florida Department of Environmental Regulation and Grove Isle, Inc., Case Nos. 79-2186, 79-2324 and 79-2354. DONE and RECOMMENDED this 12th day of February, 1982, in Tallahassee, Florida. MICHAEL P. DODSON Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 12th day of February, 1982.
The Issue The issues to be determined in this case are whether Respondent Thomas Rosati is entitled to the Noticed General Permit and the Letter of Consent to use sovereignty submerged Lands issued by the Department of Environmental Protection ("Department"), which authorize the replacement of an existing private dock with a new private dock in the St. Lucie River in Martin County, Florida.
Findings Of Fact The Parties The Department is the state agency responsible for regulating construction activities in waters of the State. The Department also has responsibility to process and act on applications for authorization to use sovereignty submerged lands through a delegation of authority from the Board of Trustees of the Internal Improvement Trust Fund ("Board of Trustees"). Rosati owns real property at 2391 Southwest Riverside Drive, Palm City, Florida. He is the applicant for the authorizations at issue in this case. Rosati does not currently own a boat, but he wants to obtain a boat that is large enough to use in the Atlantic Ocean. Petitioner Bryan Fleming owns real property that borders Danforth Creek. He also owns two nearby lots which entitle him to undivided interests in a community dock on Danforth Creek. Fleming owns several boats, including a 23-foot Penn Yan motorboat which he moored at docks on Danforth Creek. Petitioner Diane Haskett owns property that borders Danforth Creek. She has been an avid boater most of her life, but currently only co-owns, with Fleming, a 33-foot sailboat which they do not keep on Danforth Creek. She is a frequent passenger on Fleming's Penn Yan. Notice of Agency Action Rosati arranged for publication of a "Notice of General Permit" in the October 30, 2012, edition of The Stuart News. The notice was in the exact form suggested by the Department in its September 19, 2012, letter to Rosati. The notice reads in pertinent part: STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION NOTICE OF GENERAL PERMIT The Department of Environmental Protection gives notice that the project to remove an existing dock, and relocate and construct a new dock with an access walkway measuring 4 ft. by 392 ft. and ending in an 8 ft. by 20 ft. terminal platform, including two associated 12 ft. by 12 ft. boatlifts (total 1,728 sq. ft. structure, total 2016 sq. ft. preempted area), has been determined to qualify for a noticed general permit. This is the form of publication regularly used by the Department to notify the general public that the Department has determined a proposed project qualifies for a Noticed General Permit and a Letter of Consent. The exact location of the Rosati property was also included in the newspaper notice. Petitioners did not see the newspaper publication. Fleming first became aware of the Rosati dock when he saw it being constructed on January 13, 2013. He went to the Department's offices and inquired about the dock. Petitioners filed their petition for hearing on January 23, 2013, 10 days after receiving actual notice of the Department's agency action on the Rosati dock. Background Facts The east side of Rosati's property borders the St. Lucie River, which is designated a Class III water. The submerged lands in the area of the Rosati property are sovereign submerged lands of the State of Florida. The river bottom in the area is sandy. There are no corals, marine grass beds, or other significant aquatic resources. The south side of Rosati's property borders Danforth Creek. Danforth Creek is a navigable waterbody with normal depths of three feet or more. Rosati's shoreline along the Creek is approximately 275 linear feet in length and his river shoreline is approximately 125 feet. Rosati has a dock on Danforth Creek. It is in a basin that was created by excavating the private upland. The bottom of the basin is not state-owned sovereign submerged lands. Danforth Creek flows into the St. Lucie River near the southeast corner of the Rosati property. At its confluence with the St. Lucie River, there is a shoal or sandbar that most likely formed by the deposition of sediment carried out of the Creek. Rosati had a small (32 feet long) dock on his shoreline on the St. Lucie River. The Noticed General Permit and Letter of Consent allow Rosati to remove this old dock, which he has already done. The shoal at the confluence of the Creek and River restricts navigation in and out of Danforth Creek. Navigation in and out of Danforth Creek is usually impossible during low tides, except in a canoe, kayak, or other vessel requiring only a few inches of water. The most reliable route between the Creek and the River is a narrow channel only 2 to 3 feet deep at higher tides. This channel, which runs close to Rosati's eastern shoreline, shall be referred to hereafter as the "deeper channel." For many years, Fleming regularly used the deeper channel to take his 23-foot Penn Yan motorboat from Danforth Creek into the St. Lucie River and back again. The Penn Yan has a draft of about 18 inches. Using the deeper channel, Fleming could navigate in and out of Danforth Creek every day on the high tides. An unknown boater stuck a white PVC pipe into the river bottom at the side of the deeper channel to indicate its location. The New Dock Rosati's new dock was substantially completed at the time of the final hearing in June 2013. The new dock is four feet wide, 392 feet long, and terminates at a water depth of minus four feet mean low water. The other docks in the area are much shorter. The St. Lucie River in this area is more than 2,000 feet wide. Therefore, the dock extends into the River less than 20 percent of the width of the River. The total dock square footage of Rosati's dock on Danforth Creek and his new dock does not exceed 2,000 square feet. The dock, terminal platform, and boat lifts "preempt" 2,016 square feet of sovereign submerged lands, meaning that the dock excludes public use of this area of river bottom. Rosati's new dock crosses the deeper channel. It would cross the deeper channel even if it were half as long. The Letter of Consent authorizes Rosati to preempt from public use that portion of the deeper channel that lies beneath the new dock. Now, the only route that can be used by boaters wanting to navigate in and out of Danforth Creek is a narrow channel south of Rosati's new dock, between the dock and a spit of land about 15 feet away. This route can become dry at low tide and is only about a foot deep at high tides. This south route was used by Department staff during high tide using a boat drawing 8 to 12 inches of water. At low tide, they were unable to use this route to get from the St. Lucie River into Danforth Creek, but were able to use the deeper channel that now runs beneath the Rosati dock. Fleming would not be able to take his Penn Yan through the route on the south side of the Rosati dock except in rare high water conditions, such as may occur during or after hurricanes or heavy storms. No member of the general public who formerly used the deeper channel in a vessel drawing more than a foot of water would be able to use the south route except in rare high water conditions. In addition to the shallow character of the south route, it is in a narrow space between the Rosati dock and the sand spit. This route is only reasonably navigable by canoes, kayaks, and similar small, shallow-draft vessels. The Department contends that the general public has not been affected by the Rosati dock. However, all persons wishing to navigate in and out of Danforth Creek, including Fleming, other riparian landowners on Danforth Creek, and other members of the boating public are prevented from doing so in vessels which, just prior to construction of the Rosati dock, they could have used to navigate in and out of the Creek. Respondents further assert that the shoal may get worse and the deeper channel may become more shallow. This was mere speculation, with no timeframe offered. Furthermore, it was not shown that the deeper channel would not remain the best means of navigating in and out of Danforth Creek. Rosati's consultant did not make a site visit before submitting the forms for the Noticed General Permit and no Department employee made a site visit before the Department issued its letter of September 19, 2012. Included in the materials submitted by Rosati's consultant to the Department for the Noticed General Permit is an aerial photograph with a white arrow superimposed on the south side of the proposed Rosati dock to indicate a channel or water route from Danforth Creek into the St. Lucie River. The current or historical elevation of the route indicated by the white arrow was not established in the record. It is now overgrown with upland grass and is not an alternative water route for boaters wanting to get in and out of Danforth Creek. The information submitted to the Department by Rosati's consultant did not inform the Department that the best (deepest) route in and out of Danforth Creek would be blocked by the Rosati dock. The information implied that the proposed Rosati dock would not impair navigation in and out of Danforth Creek. Although not shown to be intentional, the information was misleading because it failed to inform the Department of the true site conditions and the impacts on navigation that would be caused by the proposed dock.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department enter a Final Order determining that Thomas Rosati qualifies for the Noticed General Permit, and denying the Letter of Consent to use sovereignty submerged lands. DONE AND ENTERED this 31st day of July, 2013, in Tallahassee, Leon County, Florida. S BRAM D. E. CANTER 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 31st day of July, 2013. COPIES FURNISHED: Patricia E. Comer, Esquire Department of Environmental Protection Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Nathan E. Nason, Esquire Gregory Hyden, Esquire Nason, Yeager, Gerson, White and Lioce, P.A. Suite 1200 1645 Palm Beach Lakes Boulevard West Palm Beach, Florida 33401 Howard K. Heims, Esquire Virginia P. Sherlock, Esquire Littman, Sherlock and Heims, P.A. Post Office Box 1197 Stuart, Florida 34995-1197 Herschel T. Vinyard, Jr., Secretary Department of Environmental Protection Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Matthew Z. Leopold, General Counsel Department of Environmental Protection Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Lea Crandall, Agency Clerk Department of Environmental Protection Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000
The Issue Is the City of Mexico Beach (the City or Applicant) entitled to the issuance of a joint coastal permit and consent to use of sovereign submerged land for the Mexico Beach Canal (Main Canal) and a municipal flushing outlet adjacent to 8th Street (8th Street outlet)? Those permits would be issued by the Department of Environmental Protection (DEP) in response to DEP Application File No.: 0124938-001JC and DEP Application File No.: 0129039- 001JC, respectively.
Findings Of Fact Petitioners Edmond Blount, Sr.; Edmond Blount, Jr.; and Robert Davenport are residents of the City of Mexico Beach, Florida. As residents they have access to the Main Canal, the public beaches adjacent to the Main Canal, and beaches adjacent to the 8th Street outlet. Edmond Blount, Jr., and Robert Davenport oppose the issuance of any permits by DEP which would allow the City to conduct dredging and the placement of dredge materials associated with the Main Canal. Those Petitioners and Edmond Blount, Sr., oppose the grant of necessary permits by DEP upon the application by the City to conduct occasional maintenance excavation at the 8th Street outlet to alleviate potential damage through erosion to properties adjacent to the 8th Street outlet. The City of Mexico Beach is a municipality in Florida which serves as the local government for that community. The City owns the Main Canal and 8th Street outlet. DEP is an environmental regulator with authority to issue or deny joint coastal permits and to grant or deny consent to use sovereign submerged lands belonging to the State of Florida. The joint coastal permitting authority and right to grant consent to use is pursuant to Chapters 161, 253, and 373, Florida Statutes, and Chapters 18-21 and 62B-49, Florida Administrative Code. In particular, DEP has joint coastal permitting authority upon sovereignty lands in the State of Florida below the mean high waterline (MHWL) of any tidal water of the State. The reference to sovereign land is an association with lands below MHWL held in trust by the State of Florida. The term tidal waters refers to waters in which there is an astronomical effect on the elevation of that water. The Gulf of Mexico which fronts the City is a tidal water of the State of Florida. The MHWL is established along the coastal regions in Florida, to include the Gulf coast that fronts the City. The MHWL is set based upon charting information concerning the local mean high tide, the average height of the high waters, and where this average intersects the land. PERMIT APPLICATION FOR MAIN CANAL On June 30, 1997, the City applied to DEP for a ten-year permit/water quality certification and authorization to use sovereign submerged lands owned by the Board of Trustees of the Internal Improvement Trust Fund (the Trustees), which would allow the City to maintenance dredge the Main Canal entrance and place the dredge material on the beach east of the canal below the water's edge. This task would be accomplished by the use of hydraulic dredging device. In the course of these activities, approximately 660 cubic yards of material would be removed approximately four times a week. The application file number for the requested permit in the Main Canal project was: 0124938-001 JC. The City, through its application, provided a complete and appropriate application with adequate engineering data to support the proposed project. The Main Canal is located in the western part of the City and is partially located in sovereign submerged lands of the State of Florida where the canal intersects the Gulf of Mexico below the MHWL. On January 13, 1998, DEP gave notice of its intent to issue necessary permits for the activities to allow dredging and the placement of fill in association with the Main Canal. More specifically, the hydraulic dredge the City intends to use in the maintenance dredging of the Main Canal is a floating device which excavates the sand from the bottom of the entrance of the Main Canal and pipes the material onto the beach immediately east of the dredge site. The dredging activities may only be conducted in a manner designed to protect the beach-dune system, water quality and habitat for marine turtles. These restrictions in the conduct of the dredging are in accordance with the proposed joint coastal permit. The dredging activity is to remove and deposit clean beach sand that has been transported by coastal processes and deposited in the lee of the jetty within the Main Canal. There is no intent, nor permission under the proposed permit, that would allow disturbance of any sediments more landward of the extent of the canal. The dredging is necessitated because the entrance of the Main Canal slowly fills with sand being transported from west to east along the shoreline. The Main Canal is stabilized on both sides by jetties. The western-most jetty extends further out than the eastern-most jetty. The Main Canal has seawalls along its inside. A recreational area is located on the western side of the Main Canal. The Main Canal is highly utilized for purposes of commerce and recreation. The Main Canal constitutes an economic support for many residents of the City. The Main Canal in proximity to the Gulf and the Gulf itself are not considered outstanding Florida waters or aquatic preserves. The waters in the Main Canal and Gulf are Class III marine waters when considering the parameters for water quality under DEP statutes and rules. Competent evidence was presented concerning water quality sampling and results in the analysis of those samples for fecal coliform bacteria and total coliform bacteria in relation to the Main Canal at its entrance where dredging would take place under the terms of the permit. Some values for fecal coliform and total coliform exceeded the allowable limits for those parameters as envisioned by Section 62-302.530, Florida Administrative Code, as preexisting conditions. However, the dredge operations will not lead to further degradation of the existing Class III marine waters in the Main Canal and degradation of the Gulf. The relatively clean sand being excavated does not contain fines or organics, which, through the dredging and placement of the sand on the beach following the dredging, would contribute to degradation of water quality standards. The activity associated with the dredging and placement of those materials on the beach will not cause a significant adverse impact to the beach-dune system, nor will the transport of sand from west to east along the beach as it presently exists be interrupted by the dredging and placement of the sand. The dredged material is being placed immediately east of the dredge operation avoiding a disruption of the natural processes of transport. The proposed disposal area is located on the beach at least 100 feet east of the canal below the waters edge at approximately minus 0.5NGVD. Finally, the deposit of the sand on the beach contributes to beach stabilization as opposed to depriving the beach of sand. The proposed permit requires that the dredge pipeline be retracted upon a daily basis during marine turtle nesting season from May 1 until October 31 each year. By this limitation in the operation of the dredge pipeline, marine turtles are not hindered in their behavior nor is their habitat unduly disturbed. The placement of the dredged sand on the beach would not be in the dry upland where the turtles would typically nest. The DEP Bureau of Protected Species Management reviewed the permit application for any significant adverse impact on nesting sea turtles and recommends the approval subject to specific conditions such as have been described. The dredging of the sand from the Main Canal and placement of that material on the beach will not cause significant adverse impact to the property of others. The Main Canal project will not create any significant erosion or turbidity. Given the small volume and coarseness of the dredged sand, elevated turbidity levels are not expected. The dredging of material from the mouth of the Main Canal and placement on the adjacent beach does not block lateral access to the beach, because the hydraulic dredge pipeline is placed at the water's edge with a discharge of dredge material being made at the water's edge in the area of the intertidal zone where water comes up to the beach. The exact discharge point is seaward of the area described as the intertidal zone. Given that the project associated with the Main Canal is located in Class III marine waters, it must not be contrary to the public interest. The project is not contrary to the public interest. PERMIT APPLICATION FOR 8TH STREET OUTLET On June 13, 1997, the City applied to DEP for a ten- year permit/water quality certification and authorization to use sovereign submerged lands owned by the Board of Trustees. This would allow the City to conduct occasional excavation of the 8th Street municipal flushing outlet which connects to the Gulf, having in mind the alleviation of potential damage to adjacent beachfront properties. That potential damage would be expected to occur in the instance where there was an uncontrolled breach of the berm surrounding the 8th Street outlet due to high incidence of rainfall, thus eroding adjacent beachfront properties. With the advent of scheduled maintenance, excavation of the outlet that erosion is expected to be deterred. The application file number for the requested permit in the 8th Street outlet project was File No.: 0129039-001 JC. The City, in its application for necessary permits to conduct excavation at the 8th Street outlet, submitted a complete and appropriate application setting forth adequate engineering details. More specifically, the permit application contemplates the removal of approximately 20 to 40 yards of beach sand per excavation, with the material excavated being placed on the beach near the water's edge. The excavation would be approximately 4 to 5 feet wide, 50 feet long, and 2 to 3 feet deep. Ordinarily, the frequency of excavation would be one to two times per month. The excavation practices would be by the use of a backhoe other than in the sea turtle nesting season. While sea turtles are nesting, the plans contemplate excavation by hand by use of a shovel or similar tool. In addition, during the turtle nesting season the application contemplates that the excavation would be done during daylight hours, only twice a month, to reduce potential flooding of marine turtle nests due to a meandering outflow from the outlet. Other than in the marine turtle nesting season the excavation would be done on an "as needed" basis. On March 16, 1998, the DEP gave notice of its intent to issue a permit for the dredging at the 8th Street outlet. The conditions associated with the intended permit for dredging of the 8th Street outlet deter any significant adverse impacts to the beach-dune system. In the area of the 8th Street outlet, a large box culvert runs underneath U.S. 98, the main highway in the city. That highway runs parallel to the beach. Once the water flows through the culvert, it accumulates in the outlet south of the road. In the instance where rainfall is diminished, the flushing outlet does not flow to the Gulf and the beach berm, which accretes seaward of the outlet, traps the water that is being released via the culvert. By contrast, in instances where heavy rainfall occurs, the water in the outlet collects to a point that it begins to flow away from the culvert in the direction of the Gulf. If the beach berm has built up over time, the path of that flow in high incidence of rainfall can encroach on buildings that are adjacent to the culvert on the south side of U.S. 98. When the rainfall is sufficient, and the water begins to flow, it reaches a sufficient velocity to move sand as a bed load. Under those circumstances, when the water strikes a ridged object, like a house foundation, the local water velocity will act to carry away the sand more readily from that location where the house foundation is found, by scouring out the sand near the foundation, undermining the building and risking the collapse of the building onto the beach. In the course of this process the water breaches the beach berm and flows towards the Gulf. In the instance where the berm on the beach has been breached, the water that has been released begins to scour the beach and establish a pattern that can run down the beach roughly parallel to the Gulf for a distance before flowing into the Gulf. By contrast, the controlled release of water from the outlet would cause less of an impact, in that it would create an immediate access through the beach berm to the Gulf without creating the potential for harm to upland property or causing erosion or scouring of dunes and vegetation in beach areas, some of which might contain turtle nests. Unlike the circumstances with high incidence of rainfall where adjacent property is eroded and damaged, the use of controlled maintenance excavation to relieve the outlet would not cause significant and adverse impact to adjacent property owners. The controlled release of the water in the outlet, unlike the natural release of that water in high incidence of rainfall, is more in the interest of the public when considering adverse impacts to property. The introduction of the water in the outlet, and its constituents, onto the beach and its consequences, is no more a problem whether based upon the natural event of high incidence of rainfall or the routine release contemplated by the project. Therefore, the alternative method of releasing the water by use of scheduled excavation is not contrary to the public interest. If anything, the use of periodic excavation to relieve the outlet would limit the breadth of discharge and the amount of discharge. The 8th Street outlet and the Gulf area adjacent to that outlet are not within outstanding Florida waters or aquatic preserves. The project site for the 8th Street outlet and the Gulf are within Class III marine waters. The existing Class III marine water quality parameters for fecal coliform and total coliform when considered in accordance with Rule 62-302.530, Florida Administrative Code, have been exceeded in the 8th Street outlet. This is borne out by test results from samples gathered at the 8th Street outlet presented at hearing. However, as with the circumstance with the Main Canal, the effect of periodic excavation to relieve the outlet will not further degrade state waters found in the outlet. The results of water quality tests performed following sampling that relate to the amount of fecal coliform and total coliform in the Gulf that could be expected at the entrance of the Main Canal and as the discharge of water within the 8th Street outlet enters the Gulf show low values for those parameters. Therefore, it is not anticipated that the release of the water from the 8th Street outlet to the Gulf under controlled conditions contemplated by the permit application would cause a violation of the parameters for fecal coliform and total coliform in the Gulf, the receiving body of water, especially when compared to the existing release of water from the 8th Street outlet to the Gulf in high incidence of rainfall. This finding is also influenced by the fact that the most excessive values for total coliform and fecal coliform in the 8th Street outlet system were found 600 to 800 feet up the water course described as the 8th Street outlet. Similar to the Main Canal, the project contemplated at the 8th Street outlet would not require mitigation before being permitted by DEP. The 8th Street outlet project would not create significant adverse impacts on coastal sediment transport. The DEP Bureau of Protective Species Management reviewed the 8th Street outlet application and recommended approval with specific conditions. Those conditions offer adequate protection to marine turtles and their habitat. The conditions include project excavation that does not create parallel trenches in the sand that inhibit movement on the beach by sea turtles. The 8th Street outlet project will not create significant erosion concerns or turbidity concerns. The 8th Street outlet project does not block lateral beach access to the public, in that the excavation to relieve the outlet on a periodic basis is temporary, that is to say only in effect when the water is being released from the outlet to the Gulf. CONSENT TO USE SOVEREIGN SUBMERGED LANDS The 8th Street outlet project, as well as the Main Canal project, involves sovereignty submerged lands below the MHWL constituted of the beach and ocean bottom. The facts show that the City is entitled to consent of use to work on sovereign submerged lands in the Main Canal and 8th Street outlet projects.
Recommendation Based upon the facts found and the conclusions of law reached, it is RECOMMENDED: That DEP issue a final order granting the City the joint coastal permits and consent to use sovereign submerged lands in accordance with application File Nos.: 0124938-001JC and 0129039-001JC respectively, subject to specific conditions contained therein. DONE AND ENTERED this 10th day of November, 1998, in Tallahassee, Leon County, Florida. CHARLES C. ADAMS 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 10th day of November, 1998. COPIES FURNISHED: Edmond Blount, Sr. Post Office Box 13855 Mexico Beach, Florida 32410 Edmond Blount, Jr. Post Office Box 13854 Mexico Beach, Florida 32410 Robert Davenport Post Office Box 13926 Mexico Beach, Florida 32410 Gerard Murnan Post Office Box 13378 Mexico Beach, Florida 32410 Paul G. Komarek, Esquire Daniel and Komarek, Chartered Post Office Box 2547 Panama City, Florida 32402 Ricardo Muratti, Esquire Department of Environmental Protection Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 John McInnis, City Manager City of Mexico Beach Post Office Box 13425 Mexico Beach, Florida 32410 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 October 25, 1990, Respondent Eckert applied to Respondent DER for a permit seeking authorization to construct a 280-foot single-family recreational dock at 5766 Red Cedar Street in Pensacola, Escambia County, Florida. The dock would extend waterward from that address and lot into Russell Bayou in Escambia County, Florida, a class III water of the State. When objections were filed to the original application for the 280-foot dock, Respondent Eckert amended his permit application and now requests a permit to build a 265-foot dock, meaning that the dock would extend 265 feet waterward from the mean high water line and, therefore, the boundary of the Respondent/applicant's property. The Petitioners are all adjacent or nearby land owners who object to the project, pursuant to Section 403.918(2), Florida Statutes (Supp. 1990), asserting that the project is contrary to the public interest in terms of recreational values or navigation. Russell Cove is a relatively-shallow body of water enclosed on three sides, with access to open water on its western end. Its depth fluctuates somewhat. It is tidally influenced, including lunar tides, which cause shallower-than-normal low water. The bottom of the cove is sandy with areas of rolling contours and shifting sandbars. The deepest points in the vicinity of the proposed dock vary between four and five and one-half feet. A 300-foot dock exists on the outward or westward end of Russell Cove. The channel widens to such an extent by the time it reaches the vicinity of that dock, however, that a 300-foot dock poses no navigational problem to boats using the interior of the cove. The applicant contends that the Petitioners who live eastward and "up the cove" from him have plenty of room to navigate past his proposed dock because, as his chart indicates, an apparently wide channel of slightly deeper water traverses the cove, waterward of all the docks in the cove, including that which he proposes to construct, with sufficient width beyond the end of his proposed dock to allow any boats which typically use the cove to navigate by it safely. The Petitioners who live on the interior of the cove, eastward of his proposed dock, and who would have to navigate by it, contend, however, that the safest route for them to navigate is immediately in front of or intersecting the tip of the location of the proposed dock. Ms. Bass testified for Petitioner Wittig. Her boat is equipped with a depth finder, and over the years of navigating in and out of the cove, she has learned that the supposedly wide channel referenced by the applicant is not actually a uniform wide, deep channel. Rather, there are sandbars occurring at various intervals, which sometimes shift in location, which point into the channel from the more southerly part of it, thus constricting it so that the safest passage is really a much narrower route closer to the ends of the docks and the proposed dock jutting into the channel. The safest passage is a slender route directly intersecting the tip of the location of the proposed dock. Ms. Bass established that there is already a narrow margin of maneuverability in the cove due to the intermittently shallow water, and, in stormy or foggy weather, the extra length of the dock might be unsafe. Petitioner Ericson has a non- motorized sailboat which must tack back and forth to enter or leave the cove when sailing into the wind. Thus, he needs a wide area to navigate in or out of the cove under certain prevailing wind conditions. Although DER's expert witness, Mr. Harp, supported the relative depth measurements established by the applicant (adjusted for seasonal tidal variations), he conceded that he had not measured an east/west line in the sandbar area described by Ms. Bass on the southerly side of the channel and jutting into the channel. Rather, he measured a north/south line and an east/west line in the route which Ms. Bass indicated she uses close to the docks and the proposed dock but not an east/west line in the sandbar area. He further conceded that the bottom was uneven or rolling in some areas. The applicant desires the extra dock length, compared to the 210-foot length of the Jones and Johnson piers on either side of him, so that he will be able to cast into slightly deeper water for fishing purposes. However, the depth prevailing at the 210-foot mark waterward from the shoreline is four feet, and the depth at the end of the proposed dock would only be approximately two inches deeper, 55 feet waterward of the other docks. Even out at the 300-foot waterward mark from shoreline, the water would be less than six inches deeper than it is at the 210-foot mark. Consequently, it was not shown how the applicant would gain any particular fishing advantage, in terms of deeper water, by locating the end of his dock some 55 feet waterward of the adjacent docks. Mr. Harp of DER visited the site to determine the water depths referenced above and to determine whether the dock would comply with Chapter 403, Florida Statutes, and the various pertinent rules concerning water quality contained in Chapter 17, Florida Administrative Code. Mr. Harp made a biological appraisal of the site to determine the location and density of seagrass beds and to determine whether the project would adversely affect water quality in Russell Bayou. Seagrasses exist at the site only between approximately 130 and 150 feet waterward of the mean high water mark. The remaining bottom substrate waterward of that point to, including, and beyond the end of the proposed dock is simply bare sand. The dock is narrow enough not to damage seagrasses by shading. Based upon Mr. Harp's uncontroverted expert testimony, it is found that the project will not result in a violation of class III water quality standards and, indeed, no Petitioner disputes that fact. Except indirectly, through navigational impact, the proposed dock does not pose a significant adverse affect on public health, safety, welfare or the property of others. It was not shown that the dock would adversely affect the conservation of fish or wildlife and, indeed, those elements of the "public interest criteria" are undisputed. The proposed dock is considered permanent in nature and will have no significant historical or archeological resource impact. It will not cause a significant adverse effect on fishing values aside from the incidental effect its navigational impact might have on those values. The proposed dock will have some impact on navigation. As shown by Respondent's Exhibit 3, the dock will extend approximately 55 feet more waterward than the existing 210-foot Johnson pier. Although a channel width of four times a boat's length is an adequate margin of safety for an average boat sailed in a competent manner, the fact that the proposed dock would extend 55 feet beyond the extent of the adjacent Johnson dock and the fact, established by Ms. Bass, that there are intermittent shallow sandbar areas which further narrow the channel from the southerly margin of it, reveal that the safe navigational channel is much narrower at the location of the end of the proposed dock, than in other nearby areas. The proposed dock would intersect this narrow "safe channel" at its most constricted point or "pinched area". For this reason, the proposed dock with its length constitutes an impediment to navigation to both the power boat and sailboat navigation described by the Petitioners' witnesses. The pier existing at the westward opening of the cove, although it is 300 feet in length, does not impose an impediment to navigation because the channel is much wider at that point than at the constricted point where the applicant's proposed 265-foot dock would intersect it. The dock would also pose some detrimental effect on the recreational values of the project site to the Petitioners in terms of their passive recreational interest in an unobstructed view. Further, the fact that the dock would infringe on a long-accepted course of travel for boats, which is located some 50 feet or so beyond the end of the existing docks would cause both a navigational and recreational adverse impact in terms of the "public interest criteria" of Section 403.918(2), Florida Statutes. No other adverse impacts would be occasioned by installation of the dock, however, and these adverse impacts can be alleviated if the dock permit were conditioned upon an alteration so that the proposed dock does not extend more than 210 feet waterward of the mean high water mark. The proposed dock will not cause any significant, cumulative or secondary adverse impacts.
Recommendation Having considered the foregoing Findings of Fact, Conclusions of Law, the evidence of record, the candor and demeanor of the witnesses, and the pleadings and arguments of the parties, it is therefore, RECOMMENDED that a Final Order be entered by DER granting the permit sought by Respondent Eckert on the condition that the dock proposed to be constructed, and for which the permit is sought, is restricted to a length of no more than 210 feet waterward of the mean high water mark at the Respondent/applicant's property, including that portion of the dock represented by the terminal platform. DONE AND ENTERED this 2nd day of October, 1991, in Tallahassee, Leon County, Florida. P. MICHAEL RUFF 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 2nd day of October, 1991. APPENDIX TO RECOMMENDED ORDER IN CASE NO. 91-1181 Petitioner Richard J. and Judith A. Wittig's Proposed Findings of Facts 1-17. Accepted. Petitioner Robert E. and Suzanne E. Stoyer's Proposed Findings of Fact 1-7. Accepted. Rejected as speculative and not supported by preponderant evidence. Accepted. Respondent DER's Proposed Findings of Fact 1-12. Accepted. Rejected as subordinate to the Hearing Officer's findings of fact on this subject matter and as not entirely supported by preponderant evidence. Accepted. Accepted. Rejected as not supported by preponderant evidence and as subordinate to the Hearing Officer's findings of fact on this subject matter. Rejected as not supported by preponderant evidence and as subordinate to the Hearing Officer's findings of fact on this subject matter. Accepted. Accepted but not itself materially dispositive. Rejected as subordinate to the Hearing Officer's findings of fact on this subject matter. Rejected as subordinate to the Hearing Officer's findings of fact on this subject matter and as not entirely supported by preponderant evidence. Rejected as subordinate to the Hearing Officer's findings of fact on this subject matter and as not entirely supported by preponderant evidence. Accepted. Rejected as subordinate to the Hearing Officer's findings of fact on this subject matter and as not entirely supported by preponderant evidence. Accepted. COPIES FURNISHED: Carol Browner, Secretary Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, FL 32399-2400 Daniel H. Thompson, Esq. General Counsel Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, FL 32399-2400 Richard Coates, Esq. Pat Comer, Esq. Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, FL 32399-2400 Steven E. Quinnell, Esq. JAMES L. CHASE, P.A. 101 East Government Street Pensacola, FL 32501 Robert E. and Suzanne E. Stoyer 5768 Red Cedar Street Pensacola, FL 32507 S.P. and P.A. Gallup 5660 Innerarity Circle Pensacola, FL 32507 E. P. Ericson 5652 Innerarity Circle Pensacola, FL 32507-8300 Philip E. Johnson 5794 Red Cedar Street Pensacola, FL 32507 Richard J. and Judith A. Wittig 11903 Autumnwood Lane Ft. Washington, MD 20744 Robert Eckert, Jr. 4817 Ravine Court Mobile, AL 36608
Findings Of Fact The Application On or about November 8, 1994, Raymond and Nancy Swart, Trustees, applied for a permit to construct a private multislip dock facility at their property on Little Sarasota Bay in Sarasota County, DEP File No. 5826007043. As proposed, the dock would consist of: 237' of five foot wide access pier; a terminal dock 45' long and 5.5' wide; and eight finger piers 20' long and three feet wide. All of the structures were proposed to be three feet above mean high water (MHW). Normal construction procedures would be used to "jet" pilings into place, including the use of turbidity screens. As proposed, the dock would provide nine slips for the use of the owners of the nine lots in the Swarts' subdivided property, known as Sunset Place. There would be no live-aboards allowed, and there would be no fueling facilities, sewage pump-out facilities or any other boating supplies or services provided on or at the dock. Under the proposal, verti-lifts would be constructed for all of the slips at a later date. (When boat owners use verti- lifts, there is less need to paint boat bottoms with toxic anti-fouling paint.) As part of the application, the Swarts offered to grant a conservation easement encumbering approximately 400' of shoreline. The Intent to Issue Because Little Sarasota Bay is designated as an Outstanding Florida Water (OFW), and because of concerns regarding the maintenance of its environmental quality, the DEP required that the Swarts submit additional information for review in connection with their application. Specifically, the DEP wanted them to perform a hydrographic study to assure adequate flushing at the site and a bathymetric survey to assure adequate water depths and minimal impacts on seagrasses. After review of the additional information, the DEP gave notice of its Intent to Issue the permit, with certain modifications and conditions. The Intent to Issue would require that the "most landward access pier . . . be extended an additional 15 feet to avoid the mooring of watercraft within seagrasses." It also would require the decking of the main access pier (155' long), which would cross seagrass beds, be elevated to a minimum of five feet above mean high water (MHW). (This would reduce shading and minimize impacts on the seagrasses.) The Intent to Issue included specific measures for the protection of manatees during and after construction. The Intent to Issue specifically prohibited hull cleaning, painting or other external maintenance at the facility. The Intent to Issue specified the width of the 400' long conservation easement (30', for an area of approximately 0.27 acres) and required the Swarts to "plant a minimum of 50 planting units of Spartina patens and 50 planting units of Spartina alterniflora at appropriate elevations imediately waterward of the revetment along the northern portion of the property . . . concurrrent with the construction of the permitted structure." It specified planting procedures and included success criteria for the plantings (an 85 percent survival rate). The Objection On or about March 30, 1995, Raymond and Norma Komarek, the owners of property next to the Swart property, objected in writing to the "magnitude" of the proposed dock facility. They complained that the proposed dock facility "will not enhance anyone's view, but it will create disturbance with noise, night lights, wash and erosion on shore, even possible pollution from up to 35 foot boats." They continued: "We prefer not to live next to a Marina. This appears to be a commercial venture tied to the sale of real estate and/or houses . . .." They conceded that their concerns for manatees had been addressed, but they raised questions regarding the impact on commercial fishermen running crab trap lines, scullers, jet skis, and water skiers. They objected to restrictions on "one's personal rights to use the water by obstruction of navigable waters." They also alleged that the proposed dock facility would be a navigation hazard, especially in fog. The Komareks suggest that the three exempt 125' docks to which the Swarts are entitled under Sarasota County regulations, with the two boats allegedly allowed at each, should be adequate and are all the Swarts should be allowed. The Komareks' objections conclude by questioning the alleged results of alleged "turbidity tests" showing that there is "good action" (apparently on the ground that they believe Little Sarasota Bay has "declined") and by expressing concern about the cumulative impact of future dock facilities if granting the Swart application sets a precedent. The Komareks' Evidence The Komareks were able to present little admissible evidence at the final hearing in support of their objections. Much of the environmental evidence they attempted to introduce was hearsay. Moreover, at best, most of it concerned Little Sarasota Bay in general, as opposed to the specific location of the proposed docking facility. The alleged "turbidity tests" called into question in the Komareks' objection apparently refer to the hydrographic study done at the request of the DEP. The evidence the Komareks attempted to utilize on this issue apparently were the kind of general information about Little Sarasota Bay on which the DEP had relied in requesting the hydrographic study. There was no other evidence presented to contradict the results of the Swart study. While the proposed dock facility would project into the view from the Komarek property looking towards the north (and from the property of the neighbors to the north looking towards the south), there was no other evidence that the proposed dock facility "will create disturbance with noise, night lights, wash and erosion on shore . . .." "[P]ollution from up to 35 foot boats" is "possible," but there was no evidence that pollution is probable or, if it occurred, that the kind and amount of pollution would be environmentally significant. The application clearly is a "commercial venture tied to the sale of real estate and/or houses . . .." But the use of the dock facility would be personal to the owners of lots in Sunset Place; the use would not be public. The Komareks presented no evidence "regarding the impact of the dock facility on commercial fishermen running crab trap lines, scullers, jet skis, and water skiers." Clearly, the dock facility would extend approximately 250' into Little Sarasota Bay. But there was no other evidence either that it would restrict "one's personal rights to use the water by obstruction of navigable waters" or that it would be a navigation hazard. (There was no evidence to support the suggestion made at final hearing that an access dock built five feet above MHW would be a dangerous "attractive nuisance" or that it would be more hazardous than one built three feet above MHW.) Evidence Supporting DEP Intent to Issue Very little pollution can be expected from the actual construction of the dock facility. Primarily, there is the potential for temporary turbidity during construction; but the use of turbidity screens will help minimize this temporary impact. The conditions volunteered in the Swart application, together with modification and additional conditions imposed by the DEP Intent to Issue, limit other potential pollutant sources to oil and gas spillage from the boats using the dock facility. The Swarts' hydrographic study demonstrates that, notwithstanding relatively poor circulation in the general area of Little Sarasota Bay in which the proposed dock facility is located, there is adequate flushing at and in the immediate vicinity of the proposed facility, at least to the limited extent to which pollutants may be expected to be introduced into Little Sarasota Bay from construction activities and use of the facility with the conditions volunteered in the Swart application and imposed by the DEP Intent to Issue. A primary goal of the Komareks' objection is to "downsize" their neighbors' proposed dock facility. They object to its length and its height above MHW. Presumably, they believe that "downsizing" the Swart dock facility would improve their view. If it could not be "downsized," they would prefer that the Swart application be denied in its entirety and that three exempt docks, accommodating two boats each, be built in place of the proposed facility. Ironically, the evidence was that if the Komareks' primary goal is realized, more environmental harm would result. The evidence was that a shorter, lower dock would do more harm to seagrasses, and three exempt docks (even if limited to two boats each) would have approximately three times the environmental impact. Indeed, based on environmental considerations, the DEP Intent to Issue required the Swarts to lengthen the access dock proposed in their application by 15 feet and elevate it by two feet. Lengthening the access dock would move the part of the facility where boats would be moored to deeper water with fewer seagrasses. In that way, fewer seagrasses would be impacted by construction, fewer would be shaded by the mooring of boats, and fewer would be subject to the risk of prop scarring. In addition, the risk of scarring would be reduced to the extent that the water was deeper in the mooring area. Finally, DEP studies have shown that elevating the access dock would reduce shading impact on seagrasses under and adjacent to the dock. Besides having more than three times the environmental impact, exempt docks would have none of the conditions included in the DEP Intent to Issue. Verti-lifts would not be required. Methods of construction would not be regulated by the DEP. Measures for the protection of manatees, before and after construction, would not have to be taken. Hull cleaning, painting or other external maintenance would not be prohibited. Live-aboards, fueling facilities, sewage pump-out facilities and other boating supplies and services would not be prohibited (although County regulation may prohibit some of these activities). Finally, there would be no conservation easement and no planting of seagrasses. The Komareks suggest that County regulation may prohibit construction in accordance with the DEP Intent to Issue. But that would be a question for the County to determine in its own proceedings. All things considered, the DEP Intent to Issue is clearly in the public interest.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is recommended that the Department of Environmental Protection enter a Final Order granting the application of Raymond and Nancy Swart, Trustees, (the Swarts) for a permit to construct a private multislip dock facility at their property on Little Sarasota Bay in Sarasota County, DEP File No. 5826007043, with the modifications and conditions set out in the Notice of Intent. RECOMMENDED this 29th day of September, 1995, in Tallahassee, Florida. J. LAWRENCE JOHNSTON Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 29th day of September, 1995.
The Issue The issue is whether ten applications filed by Petitioner, Normandy Shores, LLC, for an exemption from Environmental Resource Permit (ERP) requirements to construct and install ten docks to serve eighteen private boat slips and a letter of consent to use sovereign submerged lands in Indian Creek, within the Biscayne Bay Aquatic Preserve (Preserve), Miami Beach, Florida, should be approved.
Findings Of Fact Based on the evidence presented by the parties, the following findings of fact are made: Background The Department is the agency responsible for administering the provisions of Part IV, Chapter 373, Florida Statutes,2 regarding activities in surface waters of the State that may or may not require an ERP. Florida Administrative Code Rule 40E-4.051(3) authorizes the Department to approve exemptions from ERP requirements for the construction of certain docking facilities and boat ramps. In addition, the Department has authority from the Board of Trustees of the Internal Improvement Trust Fund to review and take final agency action on Petitioner's requests for proprietary authorizations. Petitioner is a developer of residential and commercial properties. It owns waterfront land on the eastern side of Normandy Isle at 25-135 North Shore Drive, Miami Beach, Florida. Normandy Isle is surrounded by water, lies just west of Miami Beach, and is accessed by the John F. Kennedy Causeway (also known as 71st Street or State Road 934), which runs between the Cities of Miami and Miami Beach. Normandy Waterway runs in an east-west direction through the center of Normandy Isle, while Indian Creek appears to generally run in a northwest-southeast direction between Normandy Isle and Miami Beach. (Petitioner's property is on the northern half of the island.) Both of these waterbodies are in the northern portion of the Preserve, a Class III and Outstanding Florida Water. The Preserve is a body of water that stretches the length of Miami-Dade County, essentially from Broward County to Monroe County. The property adjoins Indian Creek to the east (the long side of the parcel) and Normandy Waterway to the south (the short side of the parcel) and is situated at the intersection of those two waterways. Petitioner is currently developing the property as Privata Townhomes (Privata), a luxury townhome community. Petitioner holds title to the property and a portion of submerged lands of Indian Creek and Normandy Waterway. The boundaries of the privately-owned submerged lands are accurately depicted in Petitioner's Exhibit 12. The Privata development comprises a total of forty- three, single-family townhomes in seven buildings. Eighteen townhomes are being constructed as waterfront homes along Indian Creek (buildings 1, 2, and 3). Seven are being constructed as waterfront homes along Normandy Waterway (building 4), while the remaining eighteen townhomes (buildings 5, 6, and 7) are not situated on waterfront property. Each waterfront parcel is approximately eighteen linear feet wide and consists of both upland and private submerged lands. The private submerged lands facing Indian Creek run the entire length of the property and extend approximately ten feet from the shoreline. On October 1, 2007, Petitioner filed with the Department ten applications for an exemption and letter of consent to construct ten docks (docks 1 through 10) and eighteen boat slips. The proposed docks will be located on the shoreline extending into Indian Creek and the Preserve. Docks 1, 2, 4, 5, 6, 8, 9, and 10 will serve two slips each, or a total of sixteen slips, while docks 3 and 7 will project outward from one single- family parcel each and will be wholly-owned by that respective single-family parcel owner. All of the docks will be spaced less than sixty-five feet from one another. According to Petitioner, the Department has already given Petitioner authorization to construct three docks for the units in Building 4 facing Normandy Waterway to the south, and they are not in issue here. The basis for that authorization, and the distinction between those docks and the ones in dispute here, are not of record. Each of the docks will be built using four pilings with forty square feet of decking. Therefore, each dock will be less than five hundred square feet of surface area over the surface waters. Associated with the docks are eighteen boat slips that will include an additional pile installed approximately thirty feet from the shoreline. The slips and docks are exclusively for the private use of, and will be owned by, the waterfront townhome owners. The eighteen non-water townhome parcel owners will not have any rights to submerged lands owned in fee simple by the purchasers of the waterfront townhomes or the right to use any slip or dock. This is confirmed by Article II, Section 1 of the Declaration of Covenants, Restrictions and Easements for Privata Town Homes at Miami Beach (Declaration of Covenants). There have been docks and vessel moorings at the project site for at least forty years. However, the docks do not qualify for automatic grandfathering because a grandfather structure application was never submitted to the Department, as required by Florida Administrative Code Rule 18-21.0081. After reviewing the applications, the Department issued its Notice of Intent on December 13, 2007, as later amended on September 13, 2008, denying all ten applications. Citing Florida Administrative Code Rule 40E-4.051(3)(b), the Department asserted that "the proposed docks are part of a multi-family living complex and therefore must be a minimum of 65-ft. apart in order to qualify for the exemption." As to the letter of consent, the Department asserted that based upon the upland development at the site, the proposed docks constituted a private residential multi-family dock or pier, as defined by Florida Administrative Code Rule 18-21.003(44). In addition, the Notice of Intent stated that the proposed docks fell within the definition of a "commercial/industrial dock," as defined in Florida Administrative Code Rule 18-18.004(7), and therefore they required a lease (rather than a letter of consent) in accordance with Florida Administrative Code Rule 18- 18.006(3)(c). Thus, the Department takes the position that an ERP and a lease are required before the docks may be constructed. The parties have raised no issues regarding riparian rights. By an amendment to its Notice of Intent issued on September 13, 2008, the Department added as a reason for denying the letter of consent that the docks will cause unacceptable cumulative impacts on the Preserve within the meaning of Florida Administrative Code Rule 18-18.008. The Development Each townhome occupies three stories of vertical, independent space. No unit is situated over any other unit. Each townhome has a separate entrance through its own front door, and each has its own garage. The townhomes in each building share a single wall. Petitioner stated that this was done because if the units were constructed with a narrow space between them, it would create safety, fire, water moisture, and mold issues. However, there is no cross-access between the units, and there is no penetration (such as common plumbing, fire sprinklers, or electrical conduits) through the load-bearing walls. Even so, the units have various common structural elements such as bearings, bearing walls, columns or walls necessary to support the roof structure, and siding, finish, trim, exterior sheatings (coverings), and other exterior materials. There is a common area that runs the entire length of shoreline between the buildings and the water. Within the common area there is a seawall, sidewalk, pool, and grassy area that are accessible by any member of the Privata Homeowners' Association (Association). According to the Declaration of Covenants, the Association is responsible for painting the exteriors of the buildings, including the walls, doors, and windows; maintaining and repairing the docks and seawalls; and maintaining the common areas. Members who own docks will pay a higher fee to the Association than non-waterfront owners to offset the additional costs associated with maintaining and repairing the docks. Eighteen of the waterfront townhome parcels are currently under purchase and sale agreements. The boat slips were one of the main selling features of the waterfront townhomes. In fact, the sales are contingent on the docks being constructed, and Petitioner concedes that if the docks are not built, the buyers will not be required to close on their contracts. In its Privata marketing brochures, Petitioner refers to "private boat docks" and owners having "a private boat slip right in their own backyard" that is "[a]ble to accommodate vessels up to 40 feet." It is fair to infer from the evidence that the docks were used as a major inducement for customers to purchase the waterfront parcels. Exemption from an ERP Florida Administrative Code Rule 40E-4.051(3)(b)4. provides in relevant part that no permit shall be required for (b) The construction of private docks of . . . 500 square feet or less of surface area over wetlands or other surface waters for docks which are located in Outstanding Florida Waters. . . . To qualify for this exemption, any such structure: * * * 4. Shall be the sole dock constructed pursuant to this exemption as measured along the shoreline for a minimum distance of 65 feet, unless the parcel of land or individual lot as platted is less than 65 feet in length along the shoreline, in which case there may be one exempt dock per parcel or lot. For the purposes of this paragraph, multi-family living complexes and other types of complexes or facilities associated with the proposed private dock shall be treated as one parcel of property regardless of the legal division of ownership or control of the associated property. . . . (Emphasis added) Under the rule, an applicant will not qualify for an exemption from permitting requirements if the upland structure of a project site is a multi-family complex or facility. In those cases, the owner of the project site is allowed to construct one dock per sixty-five feet of shoreline (assuming the size of the dock comports with the rule). The rule specifically provides that the legal division of ownership or control of the property is not relevant in making this determination. The underscored language in the rule is at the heart of this dispute. The parties sharply disagree over whether the Privata development consists of single-family units or whether it is a multi-family living complex. Although the term "multi- family living complexes and other types of complexes or facilities" is not further defined by the rule, the Department has consistently (with one exception cited below) interpreted this provision to include buildings with so-called "attached townhomes." Because the Privata townhomes share a wall with a neighbor, as well as other common facilities, the Department considers each building on the uplands to "house multiple families." Put another way, multiple families will live in each structure (building). On the other hand, if the units were detached and free-standing, even by a few inches, the Department agrees they would probably fall within the category of "individual, detached, single-family homes." The greater weight of evidence supports a finding that the upland project is a multi-family living complex. This is because the project has the attributes of a multi-family complex, such as units sharing a common wall, multiple families living in each building, and common areas accessible for each member of the project. While Petitioner points out that each townhome owner has fee simple title to his or her upland parcel and the ten feet of adjoining submerged lands, the rule specifically provides that the division of ownership and control of the property is immaterial to the ultimate determination of whether the property qualifies for an exemption. Given these considerations, it is found that the project does not meet the requirements for an exemption from ERP requirements under Florida Administrative Code Rule 40E-4.051(3)(b)4.3 Letter of Consent A letter of consent is a form of authorization, but does not by itself determine whether a project is approvable or not.4 In order to qualify for a letter of consent, the docks would first have to be exempt from ERP requirements. As noted in finding of fact 20, they are not. The "18 series rules [in the Florida Administrative Code] are proprietary, essentially, real estate rules" that apply to the use of state owned, submerged lands. (Transcript, page 370). General guidance or "overarching" submerged lands rules are found in Florida Administrative Code Rule Chapter 18-21, while rules specific to the Preserve are found in Florida Administrative Code Rule Chapter 18-18. Both sets of rules apply here. The dispute over the letter of consent centers on whether the dock is a "private dock" or a "commercial/industrial dock," as those terms are defined by the rules. The former does not require a lease, while the latter does. See Fla. Admin. Code R. 18-18.006 (3)(c)("A commercial/industrial dock on sovereignty lands shall require a lease. Private docks to be constructed and operated on sovereignty lands shall not require a lease of those lands.") A private dock is defined in Florida Administrative Code Rule 18-18.004(18) as a dock located on or over submerged lands, which is used for private leisure purposes for a single family dwelling unit and does not produce income. On the other hand, a commercial/industrial dock is defined in subsection (7) of the same rule as a dock which is located on or over submerged lands and which is used to produce income, or which serves as an inducement to renting, purchasing, or using accompanying facilities including without limitation multi-family residential facilities. This term shall be construed to include any dock not a private dock. Therefore, a dock may constitute a commercial/ industrial dock if it is associated with a multi-family facility; if it is used as an inducement to rent, purchase, or use accompanying facilities; or if the dock does not constitute a private dock, which is used for a single-family upland facility. The more persuasive evidence here shows that the docks are associated with a multi-family facility; they are used as an inducement to purchase the units; and they are not used for a single-family upland facility. For any one of these reasons, then, the docks must be categorized as commercial/ industrial docks. Although the term "multi-family residential facilities" is not specifically defined in Chapter 18-18, another proprietary rule provides clarification of that term. See Fla. Admin. Code R. 18-21.003(44). That rule defines the term "private residential multi-family dock or pier" as a dock or pier on a common riparian parcel or area that is intended to be used for private recreational or leisure purposes by persons or groups of persons with real property interest in a multi-family residential dwelling such as a duplex, a condominium, or attached single-family residences or a residential development such as a residential or mobile home subdivision. (emphasis added) As noted earlier, both Chapters 18-18 and 18-21 should be read in conjunction with each other. When doing so, it is found that the proposed docks are associated with "attached single-family residences" (by virtue of sharing a common wall) and fall within the definition of a commercial/industrial dock. Therefore, they do not qualify for a letter of consent. Cumulative Impacts The waterbody in issue here is an Aquatic Preserve, that is, "an exceptional area of submerged lands and its associated waters set aside for being maintained essentially in its natural or existing condition." § 258.37(1), Fla. Stat. The Legislature intended for the submerged lands and associated waters to be maintained "in an essentially natural condition so that its biological and aesthetic values may endure for the enjoyment of future generations." § 258.397(1), Fla. Stat. See also Fla. Admin. Code R. 18-18.001(1). "Essentially natural condition" is defined as "those conditions which support the continued existence or encourage the restoration of the diverse population of indigenous life forms and habitats to the extent they existed prior to the significant development adjacent to and within the preserve." Fla. Admin. Code R. 18-18.004(10). In determining whether a letter of consent for new docks and piers in the Preserve should be approved, Florida Administrative Code Rule 18-18.008 requires that the Department consider the cumulative impacts of those projects. The burden rests on the applicant to provide reasonable assurances that the project will not cause adverse cumulative impacts upon the natural systems. In meeting this stringent test, the rule recognizes that "while a particular alteration of the preserve may constitute a minor change, the cumulative effect of numerous such changes often results in major impairments to the resources of the preserve." The rule goes on to identify five factors that the Department must consider as a part of its cumulative impact evaluation. In this case, the Department considered "the number and extent of similar human actions within the preserve which have previously affected or are likely to affect the preserve"; the "similar activities within the preserve which are currently under consideration by the Department"; and the "[d]irect and indirect effects upon the preserve which may reasonably be expected to result from the activity." See Fla. Admin. Code R. 18-18.008(1), (2), and (3). The fact that the Department discussed only the first three considerations, rather than all five, in its Amended Notice of Intent does not render its evaluation improper or incomplete, as suggested by Petitioner.5 If authorized, the project will allow eighteen boats to dock at Privata along Indian Creek. Although the marketing brochures indicate that boats up to forty feet in length will use the slips, the evidence at hearing indicates that they will be no more than twenty-five feet in length. The project adheres to best management practices. Also, the number of docks was limited by means of dock-sharing for eight of the ten docks. The docks are designed so that boats will be moored parallel to the shoreline rather than horizontal to the seawall; the docks will be over six feet above mean high water; and the docks will be constructed from materials designed to minimize environmental impacts. As noted above, the Preserve extends from Broward County to Monroe County. Within the Preserve, there are literally thousands of docks, including single docks, multifamily docks, and commercial and industrial marinas. Closer to the Privata project, there are docks, boat lifts, cranes, davits (small cranes used for boats, anchors, or cargo), and marinas located on both sides of Indian Creek. The development along Indian Creek and Normandy Waterway includes commercial, multifamily, and single-family docks. Due to heavy boat traffic and extensive development around Indian Creek, it is fair to say that the project is in a high turbidity area. Besides the applications here, there are "several" other applications now pending before the Department for docks, piers, and slips within the Preserve. Two in-water environmental resource surveys by the Department revealed that resources such as paddle grass, Johnson's grass (a threatened species), shoal grass, turtle grass, manatee grass, soft coral, sponge, oysters, and sea urchins are present in the immediate area. However, it is fair to infer that these marine resources have adapted to the existing conditions and are able to withstand the stress created by the heavy usage. The evidence is sharply in dispute over whether the project is reasonably expected to have direct or indirect adverse impacts on the natural systems of the Preserve. Petitioner contends that because a small number of docks and slips are being proposed, best management practices will be used in constructing the docks and slips, the area around Indian Creek is already heavily developed, and the natural resources in Indian Creek appear to have adapted to the stress created by the other activities, the effect on the Preserve's natural systems will be de minimus. There are literally thousands of similar activities and human actions that have already affected the Preserve and are reasonably expected to continue in the future. Other applications to engage in similar activities are now pending, and it is reasonable to assume that others will be filed. The natural resources in the immediate area are diverse, as described by the Department witnesses, including at least one threatened species. There will be direct and indirect impacts that are reasonably expected to occur from the docks and mooring areas such as increased shading and decreased water quality. When the impacts of the Privata project are viewed in isolation, they can be considered "a minor change." However, the cumulative effect of this and other changes can result in adverse impacts to the natural systems. Fla. Admin. Code R. 18- 18.008. The more credible evidence supports a finding that the proposed activities will cause direct and indirect adverse impacts on the Preserve's natural systems, so that the submerged lands and associated waters will not be maintained "essentially in [their] natural or existing condition." Fla. Admin. Code R. 18-18.001(1). Therefore, in this respect, the requirement of the rule has not been met. Other Projects in the Preserve Petitioner points out that in June 2001, as later modified in April 2002, another project in the Preserve known as Aqua at Allison Island was given an exemption to construct fifteen single-family docks, nine of which were intended for private use and six to serve as shared structures for adjacent property owners. See Petitioner's Exhibits 28 and 29. The project site lies just south of Normandy Isle on Allison Island, which adjoins Indian Creek and involved a similar upland development of attached townhomes. While the Department concedes that this action occurred, no other project of this nature has ever been granted an exemption or letter of consent to construct docks and use state-owned submerged lands within the Preserve. The Department further explained that it "made an error" when it granted an exemption for the project at Aqua at Allison Island, and that with this single exception, it has consistently denied all similar applications.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Environmental Protection enter a final order denying Petitioner's ten applications for an exemption from ERP requirements and a letter of consent to use sovereign submerged lands to construct ten docks and associated slips on Indian Creek in Miami Beach, Florida. DONE AND ENTERED this 2nd day of March, 2009, in Tallahassee, Leon County, Florida. S 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 2nd day of March, 2009.
Findings Of Fact D.S.I. Forms, Inc. is a for-profit corporation with facilities in Palatka, Florida. It is the owner of a river- front house known as the "DSI Lodge," which is the location of the boat dock at issue here. The DSI Lodge has an existing boat dock similar to those of other waterfront homes in the area along this section of St. Johns River, which is a Class III Florida Water.1 The area is predominantly single family residential, but is not so restricted by zoning ordinance. The DSI Lodge is used as a weekend and holiday retreat by the owner of D.S.I. Forms, Inc., who resides in Atlanta, Georgia, and by his business and personal guests. Although the DSI Lodge has a business character, there is no charge to guests for using lodge or dock facilities. The proposed DSI dock extension would add a two-boat covered slip measuring 20 by 22 feet to the end of the existing dock. Since DSI only seeks mooring facilities for one additional boat,2 it has agreed with the Department of Natural Resources (DNR) to remove its inside boat slip. Although DNR was not a party to this proceeding, the Applicant's stated intent to remove a portion of the existing dock should be reflected in any permit issued by DER. The existing dock is approximately 700 square feet in surface area. With the application as now framed, the total surface area would exceed 1,100 square feet. However, with removal of the inside slip, the proposed dock area would apparently increase to less than 1,000 square feet, and thus may be exempt from DER permitting altogether.3 Petitioners presented a series of grievances concerning use of the DSI Lodge by inconsiderate guests. These complaints included discharging a rifle and fireworks, high speed operation of power boats adjacent to the river's edge (bulkhead) and congestion of boating activity resulting from numerous guests using the DSI facilities during holiday periods. The careless or congested boating activity may affect the quality of life for DSI Lodge neighbors and endanger wildlife such as manatee which sometimes inhabit these waters. However, it was not shown that the proposed dock extension would affect these environmental considerations since D.S.I. Forms, Inc. already owns and operates the boat which would be accommodated by the additional slip (see footnote 2 above). Further, the testimony of the DER field representative established that the presence of the extended dock, as well as its construction, would not degrade water quality.
Recommendation From the foregoing, it is RECOMMENDED that the Department of Environmental Regulation enter a final order issuing the proposed permit to D.S.I. Forms, Inc. with an added condition requiring removal of the existing inside boat-slip. DONE and ENTERED this 26th day of July, 1985 in Tallahassee, Florida. R. T. CARPENTER, Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 26th day of July, 1985.
