Findings Of Fact On December 12, 1991, Petitioner applied to the Respondent for a permit/water quality certification to grade and level, in stages, approximately 20,000 square feet or 0.45 acres of lake front to remove and prevent the formation of berms and depressions in the exposed lake bottom adjacent to his property. The project site is located at 3955 Placid View Drive which lies along the shoreline of Lake Placid, a natural waterbody in Highlands County, Section 24, Township 37 South, Range 29 East. Lake Placid is not an aquatic preserve, and is not an outstanding Florida water. It has been designated as a Class III waterbody. Petitioner's unsubdivided lot lies at the western end of Lake Placid. The shoreline measures approximately 203 feet. The western lot line also measures 203 feet, and fronts on Placid View Drive. The water level of Lake Placid has receded in recent years which allows large expanses of what was historically lake bottom to become beaches, lawns, and areas of habaceous marsh. The specific project which the Petitioner proposes calls for the leveling of the berms and depressions which form on the exposed lake bottom from collected water, which stagnates and permits various noxious creatures, including mosquitoes, to breed in them. The berms and depressions are approximately six inches high or deep and between one and three feet wide, and generally extend the length of the shoreline. The proposed area affected is approximately 20,000 square feet or 0.45 acres of lake front, although Petitioner proposes to actually level a much smaller area in stages of approximately 2,000 square feet on an "as needed" basis. No material other than sod in the beach area is proposed to be brought from or removed to off-site locations. Petitioner is highly sensitive to mosquito bites. The area proposed for leveling was previously cleared of vegetation without authorization. Very little revegetation of the shoreline has occurred since the area was cleared. Vegetation colonizing the beach, at present, includes pennyworts (Centella asiatica and Hydrocotyle umbellata) and water- hyssops (Bacopa sp.) Blue green algae was observed in the depressions which have formed along the shore since the clearing. Fauna observed on-site included gulls (Larus sp.), small fish in the adjacent lake shallows, and water-boatmen (Order Hemiptera) in the depressions. An area landward of the wetlands considered here was also cleared previously and is proposed to be seeded. An adjacent, uncleared shoreline was vegetated with primrose willow (Ludwigia sp.), cattail (Typha sp.), flat sedge (Cyperus odorata), and other wetland species for an almost 100% plant coverage. The Petitioner proposes to use a small tractor in leveling of the shore which will cause turbidity in the lake water. No turbidity controls were proposed by the Petitioner. Petitioner failed to provide reasonable assurances that the turbidity caused by the earthmoving equipment in areas presently above water would not cause degradation of water quality in Lake Placid; would not contribute to the long-term degradation of water quality in the lake caused by upland runoff that would flow into the lake without benefit of retention or filtration by shoreland vegetation (freshwater herbaceous habitat) which would be permanently removed under Petitioner's proposal. Nutrients such a nitrogen and phosphorus and pollutants such as pesticides, herbicides and other chemicals commonly used in lawn and garden care would be included in the runoff, and would have an adverse impact on fishing and marine productivity in the lake. The project would have a minor adverse impact on erosion and soil stabilization in the area surrounding the lake. Petitioner has failed to provide reasonable assurance that the proposed project is not contrary to the public interest. Petitioner can mitigate the project by eliminating the use of heavy equipment and substitute hand equipment to smooth out ruts, berms and depressions in jurisdictional areas.
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED that the Petitioner's application for Wetland Resource Regulation permit be DENIED. DONE and ENTERED this 8th day of March, 1993, in Tallahassee, Florida. DANIEL M. KILBRIDE 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 ths 8th day of March, 1993. COPIES FURNISHED: Francine M. Ffolkes, Esquire Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Mr. Vincent J. Woeppel 3955 Placid View Drive Lake Placid, Florida 33852 Daniel H. Thompson Department of Environmental Regulation Acting General Counsel Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Virginia B. Wetherell Secretary Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400
The Issue This case involves a challenge to St. Johns River Water Management District’s (District or SJRWMD) intended issuance of an Environmental Resource Permit (ERP) granting the City's Application No. 4-127-97380-1, for the construction and operation of a surface water management system for a retrofit flood-relief project known as Drysdale Drive/Chapel Drive Drainage Improvements consisting of: excavation of the Drysdale Drive pond (Pond 1); improvement to the outfall at Sterling Lake; and the interconnection of Pond 1 and four existing drainage retention areas through a combination of pump stations and gravity outfalls (project or system). The issue is whether the applicant, the City of Deltona (City or Deltona), has provided reasonable assurance the system complies with the water quantity, environmental, and water quality criteria of the District’s ERP regulations set forth in Chapter 40C-4, Florida Administrative Code,1 and the Applicant’s Handbook: Management and Storage of Surface Waters (2005) (A.H.).2
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the St. Johns River Water Management District enter a final order issuing to the City of Deltona an ERP granting the City's Application No. 4-127-97380-1, subject to the conditions set forth in the Technical Staff Report. DONE AND ENTERED this 17th day of March, 2006, in Tallahassee, Leon County, Florida. S J. LAWRENCE JOHNSTON 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 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 17th day of March, 2006.
The Issue The issues to be resolved in this proceeding concern whether an environmental resource permit (number 4-109-0216-ERP) (the ERP) should be modified to allow construction and operation of a surface water management system (the project) for a residential development known as EV-1, in a manner consistent with the standards for issuance of ERPs in accordance with Florida Administrative Code Rules 40C-4.301 and 40C-4.302.
Findings Of Fact The applicant MCCDD is a unit of special purpose government established in accordance with the provisions of Chapter 190, Florida Statutes for purposes enunciated by that statute. MCCDD has applied for the permit modification at issue in this proceeding. The District is a special taxing district created by Chapter 373, Florida Statutes. It is charged with preventing harm to the water resources of the district and to administer and enforce Chapter 373, Florida Statutes, and related rules promulgated thereunder. Petitioner Larsen was born in Daytona Beach, Florida. Sometime early in 2002 she apparently moved to the Crescent Beach area and lived for 5-6 months. Crescent Beach is approximately 30 minutes from the EV-1 site. Since October 2002, Petitioner Larsen has been a resident of Live Oak, Florida. She resided for most of her life in Daytona Beach, approximately one hour and 20 minutes from the site. She has been involved with the approval process of the entire Palencia Development (DRI) since 1998, of which the subject parcel and project is a part. The Petitioner likes to observe wildlife in natural areas and to fish, swim, and camp. Ms. Larsen has visited the Guana River State Park (Park) which borders the Tolomato River. Her first visit to the Park was approximately one to two years before the DRI approval of the Palencia project. Ms. Larsen has used the Park to observe birds and other wildlife and to fish. She has fished the Tolomato River shoreline in the Park, and also at the Park dam located across the river and south about two and one-half miles from the EV-1 site. Ms. Larsen has seen the Tolomato River some 30 to 40 times and intends to continue using the Tolomato River and the Guana River State Park in the future. On several occasions she and Petitioner Billie have visited "out-parcel" residents of the Palencia development and viewed wildlife and birds and walked the Marshall Creek area and the marsh edge viewing various bird species. In June 2003, after this litigation ensued, she, her niece and out-parcel resident Glenda Thomas walked a great deal of the subject site taking photographs of wildlife. In July 2003, Larsen and Billie participated in a fishing boat trip in the Marshall Creek area. In September 2003, she and Petitioner Billie kayaked on two consecutive days in the Tolomato River and in Marshall Creek, observing various wildlife such as endangered Wood Storks. Petitioner Larsen has been actively involved for the past 12 years as an advocate for the protection of indigenous or native American burial, village and midden sites on private and government property. Petitioner Billie is a spiritual leader or elder of the Independent Seminole Nation of Florida. In that capacity he sees it as his responsibility to protect animals, rivers, trees, water, air, rains, fish, and "all those things." The Independent Traditional Seminole Nation consists of approximately 200 persons, most of whom reside in Southern Florida. Mr. Billie lives in Okeechobee, Florida, several hours distant by automobile from the project site. About 10 to 30 years ago Billie visited the Eastside of Tolomato River, to visit the beach, the river and other areas in what is now Guana State Park. He visited the dike or dam area and walked along the river front in what is now the Park. He checked on burial sites along the Tolomato River in what is now Guana State Park. Billie first visited the Palencia property about five years ago and has been back a number of times. He has observed various forms of wildlife there and has visited out-parcel owners in the development area to ensure that they do not destroy any burial sites. Billie considers himself an environmental and indigenous rights advocate charged with maintaining the earth and resources for the next generation and preserving sacred and burial sites of indigenous people. He has in the past assisted governmental entities in preserving sacred indigenous sites and burial sites and has participated in the reburials of human remains and their belongings. Sometime ago Billie went on a boat ride on the Tolomato River. Since the filing of the Petition in this proceeding he has been in a kayak on the Tolomato River twice and once in a boat in the vicinity of Marshall Creek. He has also observed Marshall Creek from Shannon Road. He has been on the EV-1 site three times, all in conjunction with this litigation. His concerns with the EV-1 project in part stem from alleged impacts to an indigenous burial ground which he feels he identified, due to the presence of "a lot of shell." However, all of the shell was located in a previously constructed road bed off of the EV-1 project site. He testified that he has had no training with regard to identification of archeological sites, but that he can "feel" if a burial site is present. He believes that the EV-1 project will adversely affect everyone just like it adversely affects him. The Project The project is a 23.83-acre, single-family residential development and an associated stormwater system known as EV-1. It lies within the much larger Marshall Creek DRI in St. Johns County, Florida. The project is in and along wetlands associated with the Tolomato River to the east and wetlands associated with Marshall Creek, a tributary of the Tolomato River, to the north. The project consists of thirteen residential lots, two curb and gutter roadway segments with cul- de-sacs (Hickory Hill Court and North River Drive), paved driveways to individual lots, concrete and pvc stormwater pipes, two stormwater lift stations, perimeter berms, four stormwater run-off storage ponds, and an existing wet detention stormwater pond, which was previously permitted and located south and west of the EV-1 site. The project will also have on-site and off- site wetland mitigation areas. All portions of the EV-1 site are landward of the mean high waterline of the adjacent water bodies. The project plan calls for permanent impacts to 0.82 acres of wetlands. A total of 0.75 acres of that 0.82 acre wetlands is comprised of fill for four access crossings for roads and driveways and a total of 0.07 acres is for clearing in three areas for boardwalk construction. MCCDD proposes to preserve 6.47 acres of forested wetlands and 5.6 acres of saltmarsh wetlands, as well as to preserve 10.49 acres of upland buffers; to restore 0.05 acres of salt marsh and to create 0.09 acres of salt marsh wetlands as mitigation for any wetland impacts. The EV-1 mitigation plan is contiguous to and part of the overall Marshall Creek DRI mitigation plan. The Marshall Creek DRI is also known as "Palencia." The upland buffers are included to prevent human disturbance of the habitat value of off-site wetlands. The upland buffers on the EV-1 site range from 25 feet in areas that do not adjoin tidal marshes to 50 feet in areas which front the Tolomato River or Marshall Creek. Within the 25-foot buffers restrictions include (1) no trimming of vegetation and (2) no structures may be constructed. Within the 50-foot buffers the same restrictions apply, except that for 50 percent of the width of each lot, selected hand trimming may be done on branches 3 inches or less in diameter between 3 and 25 feet above the ground surface. The buffers and other preserved areas will be placed in conservation easements, ensuring that they will remain undisturbed. The Stormwater Management System The 23.83 acre drainage area of the EV-1 project is divided into two types: (1) "Developed Treated Area" consisting of the houses, a portion of each residential lot, all driveways, sidewalks and both cul-de-sac roadway sections, comprising 11.27 acres and (2) "Undeveloped Buffer Area" consisting of the undeveloped portion of the residential lots or 12.56 acres. The buffer areas are located between the developed treated area and the surrounding receiving water. The developed and undeveloped areas of each lot will be separated by earthen berms. The berms will be constructed within each lot and will be a minimum of one foot high above existing ground level at the landward ledge of the natural buffer area. When water falls on the house and the surrounding yard it will be directed through grading to the berm of the lot. Once it reaches the berm it will be collected in a series of inlets and pipes; and once collected within the pipe system it will be stored within the collection system and in several storage ponds. The developed areas storage systems consisting of the inlets, pipes and storage ponds are then connected to two stormwater lift stations that transfer the stored runoff to an existing wet detention pond, known as the EV-2 pond, which is located immediately adjacent to the EV-1 project area. There are two pumps and a wet well in each pump station. The combination of storage ponds, piping systems, the wet wells and the pump stations provide storage of the entire required treatment volume which is 61,000 cubic feet. Actually, the system has been designed to treat 65,000 cubic feet, somewhat in excess of the required treatment volume. Even when the pumps are not running these components of the system are able to completely contain the required treatment volume. The system has been designed to capture and treat in excess of 1.5 inches of runoff. This is the runoff that would be generated from a 5.3 inch rainfall event which is expected to occur less than once per year. This l.5 inches of runoff would generate the required 61,000 cubic feet of treatment volume. In order to ensure that the design volume is not exceeded, the applicant has limited the amount of impervious service on each lot to a maximum of 10,000 square feet. In order to ensure that the on-lot ponds in the collection system are hydrologically isolated, they have been designed to be either completely lined or constructed with "cut- off walls" placed in soils with either a hard pan layer or a layer of low permeability. This would prevent the ponds from de-watering nearby wetlands by removing any hydrologic communication between those wetlands and the ponds. Further, the liners and cut-off walls will isolate the pond from the effects of groundwater. This will ensure that the ponds can be maintained at the designed water level and that, therefore, the collection system will have the required storage volume. The EV-2 pond provides for wet detention treatment and was previously permitted and constructed as part of the EV-2 project. In order to accommodate the additional flow from the EV-1 site, the existing orifice will be plugged and an additional orifice will be installed. No changes will be made to the shape, depth, width, or normal water elevation of the EV- 2 pond. The EV-2 pond discharges into wetland systems that are directly connected to the intracoastal waterway. The EV-2 pond discharges into a wetland system and has a direct hydrologic connection to the intracoastal waterway north of the Matanzas inlet. The District rules do not contain a legal definition of the intracoastal waterway; however, for the purpose of determining whether a project discharge constitutes a direct discharge to the intracoastal waterway, the waterway includes more than the navigable channel of the intracoastal waterway. (Projects that have a direct discharge to the intracoastal waterway north of the Matanzas inlet are not required to demonstrate that the post-development peak rate of discharge does not exceed the pre-development peak rate of discharge, because this criterion was designed to evaluate the flooding impacts from rainfall events.) Flooding in water- bodies such as the intracoastal waterway is not governed by rainfall, but rather by tides and storm surges. The system design includes a clearing and erosion control plan and specific requirements to control erosion and sediment. The system design incorporates best management practices and other design features to prevent erosion and sedimentation, including (1) capturing turbidity; (2) sodding and grassing side slopes; (3) filtering water; (4) use of siltation fences during construction; (5) removing sediment; (6) early establishment of vegetative cover; and (7) keeping water velocities low, at less than 2 feet per second. The EV-2 pond is hydrologically isolated from groundwater influence because it was constructed with cut-off walls placed into a hard pan, impermeable layer. The EV-2 pond appears to be working properly, with no indication of adverse groundwater influence. The system has been designed to prevent adverse impacts to the hydro-period of remaining wetlands. The wetlands are hydrated through groundwater flow. The groundwater will still migrate to the wetlands as it did in the pre-development condition. The cut-off walls and liners in the ponds will prevent draw-down of groundwater from the wetlands. No septic tanks are planned for the project. The system is designed based on generally accepted engineering practices and should be able to function as designed. The pumps are three inch pumps that can handle solids up to two and one-half inches in diameter. Yard grates have one-inch slots that will prevent anything larger than one inch diameter from entering the system. Additionally, solids would accumulate in the sump areas. Finally, even if there were a power outage, the system can store the full treatment volume, without discharging, until power is restored. Flood Plain Consideration The 100-year flood elevation for the EV-1 site is 7.0 feet NGVD. The finish flood elevation of the houses will be 8.0 feet. The streets and roadways have been designed to be flood free in accordance with the St. Johns County criteria relating to flooding. The 10-year flood elevation for the EV-1 site is 4.1 feet NGVD. The project will result in filling 2,691 cubic feet of fill in areas below the 4.1-foot NGVD elevation which will include 2,456 cubic feet for "Hickory Hill" and 235 cubic feet for "North River." Thus, 2,691 feet of water will displaced in the 10-year floodplain of the Tolomato River as a result of the EV-1 project. This fill will result in a rise in water elevation in the Tolomato River of 0.0002 feet, which is less than the thickness of the single sheet of paper and is statistically insignificant. If other applicants were to impact the 10-year floodplain to the same extent, there would be no adverse cumulative impact in the flood storage capability of the floodplain. The Tolomato River/intracoastal waterway does not function as a floodway because it is more influenced by wind and tide than by stormwater runoff. Therefore, the project will not cause a net reduction in the flood conveyance capabilities of a floodway. Surface Water Each roadway and master driveway is provided with culverts to ensure redundant, multiple paths for water flow. For this reason, the wetland fill will not significantly impact the flow of water. These redundant connections also ensure that the water velocities are low, reducing the likelihood of erosion. In order to ensure that erosion will not occur, surface water velocities will be less than two feet per second and steep slopes (greater than two percent) will be sodded. The project does not impound water other than for temporary detention purposes. The project does not divert water to another hydrologic water basin or water course. Water Quality The Tolomato River and Marshall Creek, its tributary, are classified as Class II water bodies pursuant to Florida Administrative Code Rule 62-302.400. The designated use for Class II water is for shellfish harvesting. The Tolomato River is the receiving water for the EV-1 project. The Marshall Creek and Tolomato River Class II waters do not meet the applicable Class II water quality standards for total fecal coliform bacteria and for dissolved oxygen (DO). Water sampling indicates that sometimes the regulatory parameters for fecal coliform and for DO are exceeded in the natural occurring waters of Marshall Creek and the Tolomato River. The EV-2 pond has a large surface area and the top of the water column will be the most well-oxygenated due to contact with the atmosphere. Any water discharging from the pond will come from the surface of the pond which is the water containing the highest oxygen content in the entire water column of the pond. Thus, discharges from the EV-2 pond will not violate water quality standards for DO and the construction and operation of the project will actually improve the water quality in the receiving waters with respect to the dissolved oxygen parameter. Bacteria such as fecal coliform, generally have a life span of a few hours to a few days. The EV-2 pond will have a detention time, for water deposited therein, of approximately 190 days. This lengthy residence time will provide an ample opportunity for die-off of any coliform bacteria in the water column before the water is discharged from the pond. Additionally, there will be substantial dilution in the pond caused by the large volume of the pond. No new sources of coliform bacteria such as septic tanks are proposed as part of the EV-1 project. The fecal coliform discharge from the pond will thus be very low in value and will lead to a net improvement in the water quality of the receiving water-body. In fact, since the commencement of construction on the Marshall Creek DRI phases, a substantial and statistically significant decrease in fecal coliform levels has been observed in the main channel of Marshall Creek. The applicant has provided a detailed erosion control plan for the construction phase of the EV-1 project. The plan requires the use of best erosion and sediment control practices. In any location that will have slopes exceeding a two percent gradient, sodding will be provided adjacent to roadways or embankments, thereby preventing erosion. The EV-1 project design is based on generally accepted engineering practices and it will be able to function and operate as designed. The liner and cut-off wall components of the pond portions of the project are proven technology and are typical on such project sites which are characterized by high groundwater table and proximity to wetlands. The pump stations component of the project design is proven technology and is not unusual in such a design situation. The pump stations have been designed according to the stringent specifications provided for wastewater lift station pumps in sewer systems which operate with more frequency and duration of running times and therefore, more stressful service, than will be required for this system. Once constructed, the surface water management system will be operated and maintained by the applicant, which is a community development district. An easement for access in, on, over and upon the property, necessary for the purpose of access and maintenance of the EV-1 surface water management system, has been reserved to the community development district and will be a permanent covenant running with the title to the lots in the project area. The portions of the river and Marshall Creek adjacent to the project have been classified by the Department of Environmental Protection as conditionally restrictive for shellfish harvesting because of fecal coliform bacterial levels, which often exceed state water quality standards for that parameter. The boundary of the conditional shellfish harvesting area is the mean high water elevation. The EV-1 project site is located above the mean high water elevation. None of the wetland areas within the project site are able to support shellfish due to the characteristics of the wetlands and the lack of daily inundation of the high marsh portion of the wetlands. No shellfish have been observed on the EV-1 site. The EV-1 project will not result in a change in the classification of the conditionally restricted shellfish harvesting area. The project will not negatively affect Class II waters and the design of the system and the proposed erosion controls will prevent significant water quality harm to the immediate project area and adjacent areas. The discharge from the project will not change the salinity regime or temperatures prevailing in the project area and adjacent areas. Wetland Impact The 23.83-acre site contains five vegetative communities that include pine, flatwood, uplands, temperate hardwood uplands, wetland coniferous forest, wetland mixed forest and salt marsh. Several trail roads that were used for site access and forestry activities traverse the site. The project contains 0.82 acres of wetlands. The wetland communities are typical and are not considered unique. Most of the uplands on the main portion of the site exhibit the typical characteristics of a pine flatwood community. Some of the road-crossing areas within the EV-1 boundary are wetland pine flatwoods; these areas are dominated by pines and a canopy, but are still considered wetlands. There is also a very small area of high marsh vegetative community within the EV-1 boundary. Most of the site, both wetlands and uplands, has been logged in the past. The wetlands are functional; however, the prior logging operations have reduced the overall wildlife value of the site, including that of the wetlands, due to the absence of mature trees. All of the wetlands on the EV-1 site are hydrologically connected to and drain to the Marshall Creek and Tolomato River systems. The wetlands on the site are adjacent to an ecologically, important watershed. To the east of the EV-1 site, the Tolomato River and Marshall Creek are part of the Guana Marsh Aquatic Preserve. The Guana River State Park and Wildlife Management Area is also to the east of the EV-1 site. All the wetlands and uplands on the EV-1 site are located above the elevation of the mean high water line and therefore are outside the limit of the referenced Aquatic Preserve and Outstanding Florida Water (OFW). Direct Wetland Impact Within the site boundary there will be a total of 0.82 acres of wetland impacts in seven areas. MCCDD proposes to fill 0.75 acres of the wetlands to construct roads to provide access to the developed uplands and selectively clear 0.07 acres of the mixed forested wetlands to construct three pile-supported pedestrian boardwalks. The fill impacts include 0.29 acres within the mixed forested wetlands, 0.32 acres within the coniferous wetlands, and 0.14 acres within the high salt marsh area. The direct impacts to wetlands and other surface waters from the proposed project are located above the mean high water line of Marshall Creek and the Tolomato River. The first impact area is a 0.25-acre impact for a road crossing from the EV-2 parcel on to the EV-1 site. 0.14 acres of the 0.25 acres of impact will be to an upper salt marsh community and 0.11 acres of impact is to a mixed forested wetland. This impact is positioned to the south of an existing trail road. The trail road has culverts beneath it so there has been no alteration to the hydrology of the wetland as a result of the trail road. This area contains black needle rush and spartina (smooth cord grass). The black needle rush portion of this area may provide some foraging for Marsh Wrens, Clapper Rails and mammals such as raccoons and marsh rabbits. The fresh-water forested portion of this area, which contains red maple and sweet gum, may provide foraging and roosting and may also be used by amphibians and song birds. Wading birds would not likely use this area because the needle rush is very sharp- pointed and high and will not provide an opportunity for these types of birds to forge and move down into the substrate to feed. The wading birds also would be able to flush very quickly in this area and their predators would likely hide in this area. The second impact area is a 0.25-acre impact to a pine flatwoods wetland community and will be used for a road crossing. It is in a saturated condition most of the time. The species that utilize this area are typically marsh rabbits, possums, and raccoons. The third impact area is a 0.18-acre impact to a mixed forested wetlands for a roadway crossing on the south end of the project. The impact is positioned within the area of an existing trail road. The trail road has culverts beneath it, so there will be no alteration to the hydrology of the wetland as a result of the road. This area is characterized by red maple, sweet gum and some cabbage palm. There will be marsh rabbits, raccoons, possums, some frogs, probably southern leopard frogs and green frogs in this area. Wading birds would not likely use this area due to the same reasons mentioned above. The fourth impact area is a 0.07-acre impact for a driveway for access to Lot two. This area is a mixed forested wetland area, having similar wildlife species as impact areas three and seven. The fifth impact area is a 0.02-acre clearing impact for a small residential boardwalk for the owner of Lot six to access the uplands in the back of the lot. The proposed boardwalk will be completely pile-supported and will be constructed five feet above the existing grade. This area is a mixed forested wetland area, having similar species as impact areas three and seven. Wading birds would also not likely use this area for the same reasons delineated above as to the other areas. The sixth impact area is also a 0.02-acre clearing impact similar to impact area five. The proposed board walk would be located on Lot five and be completely pile-supported five feet above the existing grade. This area is a mixed forested wetland area similar to impact area five. Deer will also use this area as well as the rest of the EV-1 site. Wading birds will probably not use this area due to the same reasons mentioned above. The seventh impact area is a 0.03-acre impact for two sections of a public boardwalk (previously permitted) for the Palencia Development. The proposed boardwalk will be completely pile-supported, five feet above the existing grade. This is a pine-dominated area with similar wildlife species to impact area two. All these wetlands are moderate quality wetlands. The peripheral edges of the wetlands will be saturated during most of the year. Some of the interior areas that extend outside the EV-1 site will be seasonally inundated. Secondary Impacts The applicant is addressing secondary impacts by proposing 8.13 acres of 25-foot wide (or greater) upland buffers and by replacing culverts at the roadway crossings to allow for wildlife crossing and to maintain a hydrologic connection. Mitigation by wetland preservation is proposed for those areas that cannot accommodate upland buffers (i.e., the proposed impact areas). Under the first part of the secondary impact test MCCDD must provide reasonably assurance that the secondary impact from construction, alteration and intended or reasonably expected uses of the project will not adversely affect the functions of adjacent wetlands or other surface waters. With the exception of wetland areas adjacent to the road crossings, MCCDD proposes to place upland buffers around the wetlands where those potential secondary impacts could occur. The buffers are primarily pine flatwoods (pine dominated with some hardwood). These buffers encompass more area than the lots on the EV-1 site. The upland buffers would extend around the perimeter of the project and would be a minimum of 25 feet and a maximum of 50 feet wide, with some areas actually exceeding 50 feet in width. The buffers along the Marshall Creek interface and the Tolomato River interface will be 50 feet and the buffers that do not front the tidal marshes (in effect along the interior) will be 25 feet. These upland buffers will be protected with a conservation easement. No activities, including trimming or placement of structures are allowed to occur within the 25-foot upland buffers. These restrictions ensure that an adequate buffer will remain between the wetlands and the developed portion of the property to address secondary impacts. The restriction placed on the 25-foot buffers is adequate to prevent adverse secondary impacts to the habitat value of the off-site wetlands. No types of structures are permitted within the 50- foot buffers. However, hand-trimming will be allowed within half of that length along the lot interface of the wetland. Within that 50 percent area, trimming below three-feet or above 25-feet is prohibited. Trimming of branches that are three inches or less in diameter is also prohibited. Lot owners will be permitted to remove dead material from the trimming area. The 50-foot buffers will prevent secondary impacts because there will still be a three-foot high scrub area and the 50 foot distance provides a good separation between the marsh which will prevent the wading birds, the species of primary concern here, from flushing (being frightened away). None of the wetland area adjacent to uplands are used by listed species for nesting, denning, or critically important feeding habitat. Species observed in the vicinity of Marshall Creek or the adjacent Tolomato River wetland aquatic system include eagle, least tern, brown pelican, and wading birds such as the woodstork, tri-color blue heron, and snowy egrets. Wading Birds will typically nest over open water or on a island surrounded by water. Given the buffers proposed by MCCDD, the ability of listed species to forage in the adjacent wetlands will not be affected by upland activities on the EV-1 site. The adjacent wetlands are not used for denning by listed species. Under the second part of the secondary impact test, MCCDD must provide reasonable assurance that the construction, alteration, and intended or reasonably expected uses of the system will not adversely affect the ecological value of the uplands to aquatic or wetland dependent species for enabling nesting or denning by these species. There are no areas on the EV-1 site that are suitable for nesting or denning by threatened or endangered species and no areas on the EV-1 site that are suitable for nesting or denning by aquatic and wetland dependent species. After conducting on-site reviews of the area, contacting the U.S. Fish and Wildlife Service and the Florida Wildlife Commission and reviewing literature and maps, Mr. Esser established that the aquatic and wetland listed species are not nesting or denning in the project area. There is a nest located on uplands on the first island east of the project site, which was observed on October 29, 2002. The nest has been monitored informally some ten times by the applicants, consultants and several times by personnel of the District. The nest was last inspected on October 14, 2003. No feathers were observed in the nest at that time. It is not currently being used and no activity in it has been observed. Based on the absence of fish bones and based upon the size of the sticks used in the nest (one-half inch) and the configuration of the tree (crotch of the tree steeply angled) it is very unlikely that the nest is that of an American Bald Eagle. It is more likely the nest of a red-tailed hawk. Historical and Archeological Resources Under the third part of the secondary impact test and as part of the public interest test, any other relevant activities that are very closely linked and causally related to any proposed dredging or filling which will cause impacts to significant historical or archeological resources must be considered. When making a determination with regard to this part of the secondary impact test the District is required by rule to consult the Division of Historical and Archeological Resources (the Division) within the Department of State. The District received information from the Division and from the applicant regarding the classification of significant historical and archeological resources. In response to the District's consultation with the Division, the Division indicated that there would be no adverse impacts from this project to significant historical or archeological resources. As part of the Marshall Creek DRI application, a Phase I archeological survey was conducted for the entire area of the DRI, including the EV-1 project area. The Phase I survey of the Marshall Creek DRI area revealed nine archeological sites. At the end of the Phase I survey, five of the nine sites were recommended to be potentially eligible for the National Register of Historical places and additional work was recommended to be done on those five sites, according to Dr. Ann Stokes, the archeologist who performed the Phase I survey and other archeological investigation relevant to this proceeding. One of the sites considered eligible for listing on the National Register of Historic Places was site 8SJ3146. Site 8SJ3146 was the only site found in the area near the EV-1 project site. The majority of the EV-1 project site lies to the east of this archeological site. The entry road leading into EV-1 crosses the very southeastern edge or corner of the 8SJ3146 archeological site. Shovel tests for archeological remains or artifacts were conducted across the remainder of the EV-1 property and were negative. Ceramic shards were found in one of the shovel tests (shovel test number 380), but it was determined by Dr. Stokes that that ceramic material (pottery) had been within some type of fill that was brought into the site and the ceramics were not artifacts native to that site. Therefore, it was not considered a site or an occurrence. There was no evidence of any human remains in any of the shovel test units and there was nothing to lead Dr. Stokes to believe that there were any individuals buried in that area. (EV-1) Because a determination was made that 8SJ3146 was a potentially significant site, a "Phase II assessment" was conducted for the site. During the Phase II assessment five tests units were established on the site to recover additional information about the site and assess its significance. The test unit locations (excavations) were chosen either to be next to an area where there were a lot of artifacts recovered or where an interesting type of artifact had been recovered. Test units one through four contained very few or no artifacts. Test unit five however, yielded faunal bones (animal remains), pottery and a post mold (post molds are evidence of support posts for ancient structures). After the Phase II assessment was conducted, site 8SJ3146 was considered to be significant, but the only part of the site that had any of the data classes (artifact related) that made it a significant site was in the area of the very southwest portion of 8SJ3146, surrounding test unit five. Dr. Stokes recommended that the area surrounding test unit five in the very southwestern portion of 8SJ3146 be preserved and that the remainder of the site would not require any preservation because the preservation of the southwestern portion of the site was the only preservation area which would be significant archeologically and its preservation would be adequate mitigation. That southwestern portion of the site, surrounding unit five, is not on the EV-1 site. Dr. Stokes recommended to the applicant and to the Division that a cultural resource management plan be adopted for the site and such a plan was implemented. A Phase I cultural resource survey was also conducted on the reminder of the EV-1 site, not lying within the boundaries of 8SJ3146. That survey involved shovel tests across the area of the EV-1 project area and in the course of which no evidence of archeological sites was found. Those investigations were also reported to the Division in accordance with law. The preservation plan for site 8SJ3146, as to preservation of the southwest corner, is now called an archeological park. That designation was shown to be adequate mitigation for this site. The preservation area is twice as large as the area originally recommended by Dr. Stokes to be preserved; test unit five is within that preservation area. Dr. Stokes's testimony and evidence are not refuted by any persuasive countervailing evidence and are accepted. They demonstrate that the construction and operation of the EV-1 project will not adversely affect any significant archeological or historical resources. This is because any effects to site 8SJ3146 are mitigated by the adoption of the preservation plan preserving the southwest portion of that archeological site. Under the fourth part of the secondary impact test, the applicant must demonstrate that certain additional activities and future phases of a project will not result in adverse impacts to the functions of wetlands or result in water quality violations. MCCDD has demonstrated that any future phase or expansion of the project can be designed in accordance with the District's rule criteria. Mitigation of Adverse Impacts The permit applicant has proposed mitigation to offset adverse impacts to wetland functions as part of its ERP application. The proposed mitigation consists of 0.05 acres of wetlands restoration, 12.07 acres of wetland preservation (including 6.47 acres of mixed forested wetlands and 5.60 acres of salt marsh), 10.49 acres of upland preservation (which includes buffers and additional upland areas) and 0.09 acres of salt marsh creation. The mitigation for the EV-1 project will occur on-site and off-site; 10.49 acres of upland buffer are being committed to the project. The upland buffers are on-site; the rest of the mitigation is off-site and is adjacent to EV-1. There will be 5.6 acres of salt marsh preservation and 6.47 acres of forested wetland preservation. All of the mitigation is on land lying above the mean high water elevation and is outside the aquatic preserve and the OFW. The salt marsh restoration will occur by taking out an existing trail road that is in the northeast section of the site and the salt marsh creation site is proposed at the tip of lot number one. The preservation of wetlands provides mitigation value because it provides perpetual protection, ensuring that development will not occur in those areas, as well as preventing agricultural activities, logging and other relatively unregulated activities from occurring there. This will allow the conserved lands to mature and to provide more forage and habitat for wildlife that would use those areas. The functions that are currently being provided by the wetlands to be impacted will be replaced and exceeded in function by the proposed mitigation. Additionally, MCCDD did not propose any impacts on site that could not be offset by mitigation. The EV-1 project will not adversely affect the abundance and diversity and habitat of fish and wildlife. The mitigation for the proposed project is also located within the same drainage basin as the area of wetlands to be adversely impacted. MCCDD has proposed mitigation that implements all or part of a plan of regional ecological value and the proposed mitigation will provide greater long-term ecological value than the wetlands to be impacted. The plan of regional ecological value consists of the land identified in the DRI as well as the lands that have been permitted as mitigation up to date and the proposed EV-1 mitigation lands. The plan includes lands that have been added to the plan since the approval of the Marshall Creek DRI. The mitigation proposed for the impact to wetlands and other surface waters associated with the project is contiguous with the Guana River Marsh Aquatic Preserve, with previously preserved wetlands and upland islands and with Marshall Creek. When implemented the mitigation plan will create wetlands and preserve wetlands and uplands with functions similar to the impacted wetlands and those wetlands will be connected through wetland and upland preservation to the Guana River Marsh Aquatic Preserve. Corridors and preservation areas important for wildlife movement throughout the whole Palencia site have been set aside. As development progresses towards the eastern portion of the Marshall Creek site, it is important to add preservation areas to the whole larger plan. The lands proposed to be added as mitigation for the EV-1 project will add to the value of the previously preserved lands from other phases of the DRI and development by helping to maintain travel corridors and forage areas for wildlife, to maintain water quality in the adjacent marsh and to maintain fish and wildlife benefits of the aquatic preserve. MCCDD has provided more mitigation than is typically required by the District for such types of impact. The upland preservation ratios for example range from about three-to-one to twenty-to-one. MCCDD is providing upland preservation at a near twenty-to-one ratio. Salt marsh preservation ratios are typically required to be sixty to one and MCCDD is providing mitigation at twice that ratio. Concerning fresh-water forested preservation, the District usually requires mitigation at a twenty to twenty-five-to-one ratio and the applicant is proposing a thirty to one preservation ratio. Additional mitigation will be provided beyond what is required to mitigate the adverse impacts for each type of impact anticipated. Although proposing more mitigation may in some instances not provide greater long-term ecological value than the wetlands to be adversely affected, the mitigation proposed by MCCDD will provide greater long-term ecological value. The Petitioners contend that a chance in circumstances has occurred which would adversely affect the mitigation plan as a plan of regional ecological value. They claim its efficacy will be reduced because of a proposed development to a tract of land known as the Ball Tract which would, in the Petitioners' view, sever connection between the Marshall Creek site and the 22,000-acre Cummer Trust Tract also known as "Twelve mile swamp." Although a permit application has been submitted to the Florida Wildlife Commission for the Ball Tract property, located northwest of Marshall Creek and across U.S. Highway 1 from Marshall Creek and the EV-1 site, no permit has been issued by the District for that project. Even if there were impacts proposed to wetlands and other surface waters as part of any development on the Ball Tract, mitigation would still be required for those impacts, so any opinion about whether the connection would be severed between the project site, the Marshall Creek site and the Cummer Trust Tract is speculative. The Petitioners also sought to establish changed circumstances in terms of reduced effectiveness of the plan as a plan of regional ecological value because, in their opinion, Map H, the master plan, in the Marshall Creek development order plan, shows the EV-1 project area as being located in a preservation area. However, Map H of the Marshall Creek DRI actually shows the designation VP for "Village Parcel" on the EV-1 site and shows adjacent wetland preservation areas. Although Map H shows a preservation area adjacent to the EV-1 parcel, the Petitioners infer that EV-1 was not proposed for development. That is not the case. Map H contains a note that the preservation areas (as opposed to acreages) are shown as generalized areas and are subject to final design, road crossings and final wetland surveys before they were exactly delineated. Therefore, in the DRI plan, the EV-1 area was not actually designated a preservation area. Surface Water Diversion and Wetland Draw-Down Water will not be diverted to another basin or water course as a result of the EV-1 project. Water captured by the treatment system and discharged from the EV-2 pond, will flow back through wetlands that meander through the project site. The EV-1 project will not result in significant diversion of surface waters. The project will also not result in a draw-down of groundwater that will extend into adjacent wetlands. Each of the storage ponds on lots 1, 3, and 7 and between lots 9 and 10 has been designed to include cut-off walls around the perimeter of the ponds and the storage pond on lot 7 will be completely lined. The cut-off walls will be installed in a soil strata that has very low permeability. The cut-off walls and liner will restrict the movement of groundwater from the wetlands into the storage ponds. As a result, the zone of influence of each storage pond will not extend far enough to intercept with the adjacent wetlands. The Public Interest Test The public interest test has seven criteria, with each criteria having equal weight. The public interest test applies to the parts of the project that are in, on or over wetlands, and those parts must not be contrary to the public interest unless they are located in, on or over an OFW or may significantly degrade an OFW; then the project must be clearly in the public interest. It is a balancing test. The EV-1 project, however, is not located in an OFW. The Public Health Safety and Welfare Criteria The parts of the project located in, on and over wetlands will not adversely affect the public health, safety or welfare. These parts of the project will not cause any adverse impact on flood stages or flood plains and discharges from the system will not harm shell fishing waters. This factor is thus considered neutral. Conservation of Fish, Wildlife or Their Habitat The mitigation from this project will offset any adverse impacts to fish wildlife or their habitat. Therefore this factor is considered neutral as well. Fishing, Recreational Value and Marine Productivity There is no recreational activity or fish nursery areas within the project limits and the project will not change the temperature of the aquatic regime. None of the impacts associated with the EV-1 site are within the mean high water line of the marine aquatic regime. The activities are not going to interact with the tidal regime and they cause negligible impacts. Concerning marine productivity, the wetland impacts are landward of the marine system; therefore, impact on marine productivity is not applicable. Thus this factor is considered neutral. Temporary or Permanent Nature The project will be of a permanent nature. Even though the project is permanent, this factor is considered neutral because the mitigation proposed will offset any permanent adverse impact. Navigation and the Flow of Water The parts of the project located in, on and over wetlands will not adversely affect navigation. These parts will also not impound or divert water and therefore will not adversely affect the flow of water. The project has been designed to minimize and reduce erosion. Best management practices will be implemented, and therefore, the project will not cause harmful erosion. Thus this factor is also considered neutral. Current Condition and Relative Value of Functions Being Performed The current condition and relative value of the functions being performed by the areas affected by the proposed activity, wetlands areas, will not be harmed. This is because any adverse impacts to the wetlands involved will be more than offset by the mitigation proposed to be effected. Therefore, there may well be a net gain in the relative value and functions being performed by the natural areas and the mitigation areas combined. Thus this factor is neutral. Works of the District The proposed project will not cause any adverse impact to a work of the District established in accordance with Section 373.086, Florida Statutes. Shoaling The construction and operation of the proposed project to the extent it is located in, on or over wetlands or other surface waters will not cause any harmful shoaling.
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 the St. Johns River Water Management District granting MCCDD's application for an individual environmental resource permit with the conditions set forth in the technical staff report dated September 24, 2003, in evidence as St. John's River Water Management District's Exhibit 3. DONE AND ENTERED this 9th day of February, 2004, in Tallahassee, Leon County, Florida. S P. MICHAEL RUFF 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 www.doah.state.fl.us Filed with Clerk of the Division of Administrative Hearings this 9th day of February, 2004. COPIES FURNISHED: Deborah J. Andrews, Esquire 11 North Roscoe Boulevard Ponte Vedra Beach, Florida 32082 Veronika Thiebach, Esquire St. Johns River Water Management District Post Office Box 1429 Palatka, Florida 32178-1429 Marcia Parker Tjoflat, Esquire Pappas, Metcalf, Jenks & Miller, P.A. 245 Riverside Avenue, Suite 400 Jacksonville, Florida 32202-4327 Stephen D. Busey, Esquire Allan E. Wulbern, Esquire Smith, Hulsey & Busey 225 Water Street, Suite 1800 Jacksonville, Florida 32202 Kirby Green, Executive Director St. Johns River Water Management District Post Office Box 1429 Palatka, Florida 32178-1429
Findings Of Fact The Parties and the Property. The Respondent, Saddlebrook Resorts, Inc. (Saddlebrook), is a corporation organized and existing under the laws of Florida, and is wholly owned by the Dempsey family. Saddlebrook is located on approximately 480 acres in central Pasco County, east of I-75 and south of State Road 54. The Petitioner, Wiregrass Ranch, Inc. (Wiregrass) is a corporation organized and existing under the laws of Florida, and is wholly owned by the Porter family ("the Porters"). Wiregrass owns approximately 5,000 acres of property which extends from Saddlebrook west approximately one mile to State Road 581 and south for approximately four miles. The Respondent, the Southwest Florida Water Management District (SWFWMD), is a political subdivision created pursuant to Chapter 61-691, Laws of Florida, which exists and operates under the Water Resources Act, Fla. Stat., Ch. 373. SWFWMD is charged with regulating, among other things, surface water management systems in Pasco County. Saddlebrook discharges surface water onto Wiregrass at two locations on the southern and western boundaries of Saddlebrook, known as the south outfall and the west outfall. Saddlebrook's property is part of a drainage basin totalling approximately 1400 acres that contributes runoff to Wiregrass' property. Until approximately 1973, the Saddlebrook property was undeveloped and owned by the Porters. In approximately 1973, the Porters sold the Saddlebrook property to the Refram family, which began developing the property. In approximately 1979, Saddlebrook acquired the property from the Reframs. The Saddlebrook property includes residential development, a conference center, and golf course and tennis facilities. Wiregrass' property, which is largely undeveloped and used for ranching, consists of pine-palmetto flatwoods, wetland strands, isolated wetlands, and improved pastures. The Porters' Civil Action Against Saddlebrook. The Porters instituted a civil action against Saddlebrook, Porter, et al. v. Saddlebrook Resorts, Inc., Case No. CA 83-1860, in the Circuit Court of the Sixth Judicial District, Pasco County, complaining that post-development discharges from Saddlebrook exceed pre-development discharges. In the civil litigation, the Porters contended that Saddlebrook's peak flow discharges should be returned to pre-development, or 1973, levels. A primary purpose of Saddlebrook's proposed redesign is to return peak flow discharges to those levels that existed in 1973, in response to the Porters' complaints in the civil action. Saddlebrook's current surface water management system is deemed by SWFWMD to be in compliance with Rule 40D-4, and SWFWMD's regulations do not require redesign or modification of the current system. Prior to Saddlebrook's submission of its application, SWFWMD advised Saddlebrook that, because Rule 40D-4 became effective on October 1, 1984, SWFWMD considered that date to be the "pre-development" condition for purposes of evaluating Saddlebrook's discharges. Saddlebrook requested that SWFWMD evaluate its application using 1973 as the pre-development condition. SWFWMD advised Saddlebrook that it would apply 1973 as the pre-development condition if the Porters consented. By letter from the Porters' counsel to SWFWMD dated January 31, 1990, the Porters provided their express consent to SWFWMD's use of 1973 as the pre- development date for purposes of evaluating those discharges relevant to Saddlebrook's MSSW permit application. Saddlebrook's MSSW Permit Application. On or about February 8, 1990, Saddlebrook submitted its application for MSSW permit no. 497318.00, seeking SWFWMD's conceptual approval of the redesign of Saddlebrook's surface water management system. The proposed redesign calls for modification of most of the existing drainage control structures at Saddlebrook and installation of new control structures at several locations, including the south and west outfalls. After submission of its initial application, Saddlebrook made various subsequent submittals in response to SWFWMD requests for additional information. Saddlebrook's response to SWFWMD's requests culminated in final submittals on March 7, 1991 and April 5, 1991. In its various submittals, Saddlebrook provided, among other things, detailed descriptions of all proposed modifications to its drainage system, engineering reports, and computerized flood-routing analyses of runoff from Saddlebrook under pre-development (1973) and post-modification conditions. Saddlebrook provided all information requested, and SWFWMD thereafter deemed its application complete. SWFWMD's Review of Saddlebrook's Application. In the fifteen months following Saddlwbrook's initial February, 1990, submittal, SWFWMD conducted an intensive review of the application. During the course of this review, SWFWMD staff performed numerous field inspections, made an independent determination of all input data to the computer analyses of Saddlebrook's discharges, and made six separate formal requests for additional information. SWFWMD's requests for additional information required, among other things, that Saddlebrook modify various input data and rerun its computer analyses of discharges under the pre-development and post-modification conditions. In addition, SWFWMD required Saddlebrook to perform computer modelling analyses of discharges from Wiregrass' property onto the property of downstream landowners. Because, unlike the Porters, these downstream owners had not provided consent to use 1973 as the relevant pre-development date, SWFWMD required Saddlebrook to model this downstream discharge using a "pre- development" date of 1984. SWFWMD performed its standard review procedures in connection with Saddlebrooks' application. In addition, SWFWMD also performed its own computer-modelling analyses of Saddlebrook's discharges. This modelling was based on input data independently collected by SWFWMD staff in the field and from other sources. SWFWMD staff also met with the Porters' hydrologist, Dr. Gerald Seaburn, and thoroughly reviewed concerns he expressed in connection with Saddlebrook's application. In addressing these concerns, SWFWMD performed additional work, including conferring with an independent soils expert, performing additional field inspections, and modifying the SWFWMD computer modelling analyses based on alternative input parameters suggested by Dr. Seaburn. In reviewing Saddlebrook's application, SWFWMD applied the design and performance criteria set forth in its "Basis of Review for Surface Water Management Permit Applications" ("Basis of Review"), which is incorporated by reference in F.A.C. Rule Chapter 40D-4. Based upon its review of Saddlebrook's application, SWFWMD concluded that Saddlebrook had demonstrated compliance with the design and performance criteria set forth in SWFWMD's Basis of Review and the conditions for permit issuance under F.A.C. Rule 40D-4.301. By a Staff Report dated April 29, 1991, and Notice of Proposed Agency Action dated May 3, 1991, SWFWMD recommended approval of Saddlebrook's application. Compliance With SWFWMD Permitting Criteria. The design and performance criteria for MSSW permitting set forth in SWFWMD's Basis of Review fall into four categories: (1) water quantity, in terms of peak flow discharges for projects, like Saddlebrook's, located in open drainage basins; (2) flood protection; (3) water quality; and (4) wetlands impacts. Water Quantity. Under the Basis of Review's water quantity standards, SWFWMD requires that projected peak flow discharges during a 25-year, 24-hour storm event under the proposed system be reasonably similar to peak flow discharges under the pre- development condition. The evidence presented at the formal hearing demonstrated that Saddlebrook's application satisfies SWFWMD's water-quantity standards. This evidence demonstrated that peak flow discharges during a 25-year, 24-hour storm event under the proposed system will be less than, but reasonably similar to, pre-development (1973) peak flow discharges. The evidence presented at the formal hearing also demonstrated that, under the proposed system, peak flow discharges during a 25-year, 24-hour storm event from Wiregrass' property onto downstream landowners will be less than, but reasonably similar to, 1984 peak flow discharges. The evidence presented by Saddlebrook further demonstrated that storage will be increased under the proposed redesign versus the pre- development, 1973 condition. On Saddlebrook's property, there will be approximately 35 percent more storage than existed in 1973, and the total storage for Saddlebrook and the contributing drainage basin upstream of Saddlebrook will be increased by approximately 15 percent over that existing in 1973. Flood Protection. Under the flood-protection standards of the Basis of Review, SWFWMD requires that the applicant demonstrate that under the proposed condition the lower floor of all residential and other buildings on-site, and in areas affected by the site, will be above the 100-year flood elevation. SWFWMD also requires that there be no net encroachment into the flood plain, up to that encompassed by the 100-year event, which will adversely affect conveyance, storage, water quality or adjacent lands. The evidence presented at the formal hearing demonstrated that Saddlebrook's application satisfies SWFWMD's flood-protection standards. The testimony of Mr. Fuxan and Wiregrass' related exhibit, Ranch Ex. 35, purporting to show that in a 25-year, 24-hour storm Saddlebrook's proposed redesign will "flood the [Saddlebrook perimeter] roads and just sheet flow onto the Porter property" is not accurate. As part of its redesign, Saddlebrook will construct an additional berm along the southwestern and southern perimeters of its property. This berm will detain water on Saddlebrook's property during a 25-year, 24-hour storm event and prevent it from "sheet-flowing" onto the Wiregrass property. Water Quality. Under the water-quality standards of the Basis of Review, SWFWMD requires, for systems like Saddlebrook's involving wet detention and isolated wetlands, that the applicant provide sufficient storage to treat one inch of runoff from the basins contributing runoff to the site. This volume must be discharged in no less than 120 hours, with no more than one-half of the volume being discharged within the first 60 hours. The evidence presented at the formal hearing demonstrated that Saddlebrook's application satisfies SWFWMD's water-quality standards. Wetland Impacts. Under the wetland-impacts standards of the Basis of Review, SWFWMD requires that the applicant provide reasonable assurance that the proposed system will not adversely impact on-site and downstream wetlands. The evidence presented at the formal hearing demonstrated that Saddlebrook has provided reasonable assurance that the proposed redesign will cause no adverse impacts to on-site wetlands. Saddlebrook's proposed redesign will impact only approximately .167 acres of on-site wetlands, for which Saddlebrook will fully mitigate by creating .174 acres of forested wetlands and buffer area. The evidence presented at the formal hearing also demonstrated that Saddlebrook has provided reasonable assurance that the proposed redesign will cause no adverse impacts to off-site wetlands. Reasonable assurance that off- site wetlands will not be adversely impacted was demonstrated by, among other things, evidence establishing that: (1) discharge points will not change under the proposed condition; (2) discharge elevations will be reasonably similar under the proposed condition; (3) there will be no significant variation in the water fluctuations in the wetlands adjacent to the south and west outfalls as a result of the proposed condition; (4) the drainage basin areas will be reasonably similar under the proposed condition; and (5) the proposed redesign will satisfy SWFWMD's water quality requirements. Wiregrass' Petition. In its Petition for Formal Administrative Hearing, Wiregrass focused primarily on water quality issues and stormwater runoff rates (or peak flow discharges), alleging the following "ultimate facts" which it claimed "entitle [it] to relief": The application, as submitted, contains insufficient storage to meet water quality criteria. The application, as submitted, will result in storage volumes on the project site which will not be recovered within 72 hours [sic] as required by the DISTRICT criteria. The application, as submitted, contains calculations based on erroneous hydraulic gradients. The application, as submitted, will result in storage volumes insufficient to meet water quality criteria as required by DISTRICT criteria. Post development stormwater runoff rates are underestimated in the application, resulting in system design with insufficient retention storage capacity to meet the DISTRICT's water quantity criteria. The failure to store stormwater or irrigation runoff impacts the substantial interest of the RANCH in that it deprives it of groundwater resources necessary for the successful operation of the ranch. Further, the lack of storage of stormwater and irrigation water is a prohibited waste of the water resources. At the formal hearing, Wiregrass presented no evidence to support any of the foregoing allegations of its Petition. Objections Raised by Wiregrass At The Hearing. At the final hearing, Wiregrass' opposition to Saddlebrook's permit application focused on three different grounds: For purposes of evaluating peak flow discharges, SWFWMD does not have jurisdiction to use a pre-development date prior to October 1, 1984. Under F.A.C. Rule 40D-4.301(1)(i), which provides that an applicant must give reasonable assurance that the surface water management systems "is consistent with the requirements of other public agencies," SWFWMD must apply not only its own permitting criteria but also those of other governmental entities, including county planning ordinan Under F.A.C. Rule 40D-4.301(1)(b), which provides that a permit application must give reasonable assurances that the surface water management system "will not cause adverse water . . . quantity impacts", SWFWMD must consider whether the annual volume of runoff will increase as a result of the proposed surface water management system. None of the foregoing objections was raised in Wiregrass' Petition as a basis for denying Saddlebrook's application. (Annual volume was alluded to in the Petition only as being pertinent to the question of Wiregrass' "substantial interest" for purposes of standing.) In any event, for the reasons set forth below, each of these objections was refuted by the evidence presented at the formal hearing. The 1973 Pre-Development Date. In their civil action against Saddlebrook, the Porters took the position that Saddlebrook's surface water management system should be redesigned so that discharges approximate those levels existing in 1973, before development of the Saddlebrook property. Dr. Gerald Seaburn, a hydrologist retained by the Porters, testified in the civil action that 1973 is the appropriate pre-development date for purposes of evaluating Saddlebrook's peak flow discharges. David Fuxan, a civil engineer retained by the Porters, took the position in the civil action that Saddlebrook should modify its surface water management system so as to return peak flow discharges to 1973 levels. At the formal hearing in this proceeding, Mr. Fuxan testified that it is still his position that Saddlebrook should modify its surface water management system so as to return peak flow discharges to 1973 levels. By letter from the Porters' counsel to SWFWMD dated January 31, 1990, the Porters provided their express consent to SWFWMD's use of 1973 as the pre- development date for evaluating those discharges relevant to Saddlebrook's MSSW permit application. Use of a 1984 "pre-development" date would prevent Saddlebrook from making the modifications the Porters claim in the civil litigation that it must make. Saddlebrook's existing system, about which the Porters complain in the civil litigation, is in all material respects the same system that was in place on October 1, 1984. Use of this existing system as the benchmark of comparison for attenuation of peak flows, therefore, would mean that substantial modifications to the existing system could not be made without substantially increasing retention storage on Saddlebrook. Substantially increasing retention storage on Saddlebrook is not possible due to the high water table and proximity of the lower aquifer. See Finding of Fact 70, below. In addition, a primary claim of the Porters in the civil action is that duration of flow under Saddlebrook's existing system exceeds 1973 levels and has resulted in expanded wetlands on the Porter property. But duration of flow and peak flow discharges are inversely related: duration of flow can be decreased only if peak flow discharges are increased. Accordingly, the only way that Saddlebrook can reduce the duration of flow onto Wiregrass to 1973 levels, as the Porters have demanded, other than increasing retention storage on Saddlebrook, is to return peak flow discharges to 1973 levels. Other Governmental Agencies' Requirements. F.A.C. Rule 40D-4.301(1)(i) provides that a permit applicant must give reasonable assurance that the surface water management system "is consistent with the requirements of other public agencies." SWFWMD has consistently interpreted this provision to be "advisory", i.e., to apprise applicants that they must also comply with other applicable laws and that issuance of an MSSW permit by the District does not relieve them of the responsibility to obtain all necessary local and other permits. SWFWMD's long-standing and consistently-applied interpretation and practice is not to require applicants to prove compliance with the regulations of other govermental agencies in order to obtain an MSSW permit. There are two primary reasons for this interpretation and practice. First, the Southwest Florida Water Management District includes 16 counties and 96 municipalities. In addition, other state and various federal agencies have jurisdiction within its territory. It is impracticable for SWFWMD to become familiar with, and to apply, the permitting and other regulations of more than 100 other agencies. Second, SWFWMD has concluded that, under Part 4 of Secton 373 of the Flordia Statutes, it does not have authority to deny a permit application based on its interpretation of another governmental agency's regulations. In any event, the evidence demonstrates that Saddlebrook has provided reasonable assurance that the proposed redesign will be "consistent with the requirements of other public agencies" as provided in F.A.C. Rule 40D- 4.301(1)(i). Limiting Condition No. 3 of the proposed permit requires that Saddlebrook must comply with Pasco County and other local requirements: The Permittee shall comply with all applicable local subdivision regulations and other local requirements. In addition the permittee shall obtain all necessary Federal, State, local and special district authorizations prior to the start of any construction or alteration of works authorized by this permit. In addition, Standard Condition No.3 ensures that SWFWMD approval will not supersede any separate permitting or other requirements imposed by Pasco County: The issuance of this permit does not . . . authorize any . . . infringement of federal, state or local laws or regulations. (Emphasis added.) Finally, the Pasco County ordinance upon which Wiregrass relies imposes requirements that are in substance identical to SWFWMD's with respect to MSSW permit applications. Saddlebrook's compliance with SWFWMD's regulations likewise would satisfy the substance of the requirements of the county ordinance. Annual Volume of Runoff. F.A.C. Rule 40D-4 (incorporating the Basis of Review) does not address, and SWFWMD does not regulate, the annual volume of runoff in open drainage basins. If annual volume of runoff is relevant under Rule 40D-4.301, as Wiregrass contends, that rule requires only that the applicant provide reasonable assurance that "the surface water management system" will not cause adverse quantity impacts. Saddlebrook's existing surface water management system has not caused a significant increase in the annual volume of runoff onto Wiregrass' property. The increase in the annual volume of runoff from Saddlebrook that has occurred over the pre-development 1973 condition has resulted from the urbanization of Saddlebrook's property. The increase in the annual volume of runoff from Saddlebrook over that existing prior to development (1973) is approximately 3.4 inches. This increase is only a small fraction of the natural year-to-year variation in runoff resulting from differences in rainfall alone. Rainfall can vary up to 30 inches on an annual basis, from 40 to 70 inches per year. The resulting year-to-year variations in runoff can total as much as 20 inches. The approximately 3.4 inches increase in the annual volume of runoff from Saddlebrook due to urbanization has caused no adverse impact to Wiregrass. The natural drainage system on the Wiregrass property has in the past and throughout its history received and handled increases in the annual volume of runoff of up to 20 inches due to rainfall differences. Such increases simply flow through Wiregrass' property. Of the approximately 3.4 inch increase in annual runoff due to urbanization, only approximately one-third of an inch is due to the filling in of bayheads by Saddlebrook's prior owner. This increase is insignificant and has not caused a substantial adverse impact to Wiregrass. Any reduction of storage resulting from the filling of bayheads will be more than compensated for under the proposed redesign. Storage on Saddlebrook's property will be increased by approximately 35 percent under the proposed condition over that existing in 1973, before the bayheads were filled. In open drainage basins, like Saddlebrook's, downstream flooding is a function of the rate of peak flow of discharge, not the annual volume of runoff. This is one of the reasons why, in the case of open drainage basins, SWFWMD regulates peak flow discharges and not the annual volume of runoff. Because Saddlebrook's proposed redesign will attenuate peak flow discharges to those levels that existed in the pre-devlopment 1973 condition, Saddlebrook has provided reasonable assurance that there will not be increased flooding on Wiregrass' property in the future. The evidence does not establish that Wiregrass has suffered, or will suffer, any adverse impact due to an increase in the annual volume of runoff from Saddlebrook as a result of the design, or redesign, of the system, or as a result of urbanization, or otherwise. It is not possible to design a surface water management system at Saddlebrook that would reduce the annual volume of runoff. Such a system, which involves the percolation of surface water from retention ponds into a deeper, aquifer system, requires a deep water table. At Saddlebrook, the water table is near the ground surface. As a result, it is not possible to store a significant quantity of water in retention ponds between storm events. In addition, the water levels in the deeper and the shallower aquifer systems at Saddlebrook are approximately the same and, therefore, there is insufficient hydraulic pressure to push the water through the confining layer between the two systems and into the deeper aquifer system.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is recommended that the Southwest Florida Water Management District enter a final order granting Saddlebrook's application for surface water management permit no. 497318.00, subject to the terms and conditions in the SWFWMD Staff Report. RECOMMENDED this 31st day of March, 1992, 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 31st day of March, 1992. APPENDIX TO RECOMMENDED ORDER, CASE NO. 91-3658 To comply with the requirements of Section 120.59(2), Fla. Stat. (1991), the following rulings are made on the parties' proposed findings of fact: Petitioner's Proposed Findings of Fact. 1.-4. Accepted and incorporated. Rejected as not proven and contrary to the greater weight of the evidence. Accepted and incorporated to the extent not subordinate or unnecessary. 7.-9. Rejected as not proven and contrary to the greater weight of the evidence. First sentence, accepted. Second sentence, rejected as not proven and contrary to the greater weight of the evidence. Accepted but not necessary. 12.-13. Rejected as not proven and contrary to the greater weight of the evidence. Accepted but not necessary. The extent of the wetland expansion is rejected as not proven and contrary to the greater weight of the evidence. The rest is accepted. However, the increased volume is due in large part to urbanization, not to the surface water management system. It also is due in part to alterations to the property done by the Porters. Accepted but subordinate and unnecessary. Accepted. However, this would occur only during a 25-year, 24-hour storm event, and there was no evidence that one has occurred or, if it has, whether Mr. Porter was there to observe it. 18.-20. Accepted but subordinate and unnecessary. Characterization "much of" is rejected as not proven and contrary to the greater weight of the evidence. Otherwise, accepted but subordinate and unnecessary. Accepted and incorporated. Rejected as not proven and contrary to the greater weight of the evidence. Rejected as not proven and contrary to the greater weight of the evidence. Rejected as not proven and contrary to the greater weight of the evidence that lichen lines, by themselves, are ordinarily are sufficient to set jurisdictional lines. 26.-29. Rejected as not proven and contrary to the greater weight of the evidence. Even if it were proven that the wetlands had expanded, it was not proven, and is contrary to the greater weight of the evidence, that Saddlebrook (and, especially, Saddlebrook's surface water management system) caused the expansion. First sentence, accepted but cumulative. The rest is rejected as not proven and contrary to the greater weight of the evidence. Accepted but subordinate and unnecessary. In any event, both factors are undeniably significant. 32.-34. Rejected as not proven and contrary to the greater weight of the evidence. Accepted but subordinate and unnecessary. Rejected as not proven and contrary to the greater weight of the evidence. Accepted but subordinate and unnecessary. Rejected as not proven and contrary to the greater weight of the evidence. 39.-41. Rejected as not proven and contrary to the greater weight of the evidence that SWFWMD does not apply it. The evidence was that SWFWMD interprets it differently than Wiregrass proposes and applies its own interpretation. Under the SWFWMD interpretation, the permit conditions requiring compliance with other legal requirements constitute the necessary "reasonable assurance." In addition, SWFWMD's review and evaluation is not complete until this formal administrative proceeding is completed, and the Pasco County ordinance has been considered as part of this proceeding. Rejected as not proven and contrary to the greater weight of the evidence. Again, SWFWMD's review and evaluation is not complete until this formal administrative proceeding is completed, and annual volume has been considered as part of this proceeding. That consideration has affirmed SWFWMD's position that, at least in this case, the proposed stormwater management system does not cause an increase in annual volume that would result in denial of the application. Accepted but subordinate and unnecessary. Rejected as not proven and contrary to the greater weight of the evidence. First sentence, accepted (although the characterization "far exceed" is imprecise) and incorporated. Second sentence, rejected as not proven and contrary to the greater weight of the evidence. Accepted but subordinate and unnecessary that no "stipulation" was entered into. But the evidence is clear that Wiregrass, Saddlebrook and SWFWMD all agreed to the use of 1973 as the point of comparison for peak flow discharges. Rejected as not proven and contrary to the greater weight of the evidence. Accepted but subordinate and unnecessary. Respondents' Proposed Findings of Fact. The proposed findings of fact contained in the Proposed Recommended Order of Respondents Saddlebrook Resorts, Inc., and Southwest Florida Water Management District are accepted and incorporated to the extent not subordinate or unnecessary. COPIES FURNISHED: Douglas P. Manson, Esquire Foley & Lardner 101 East Kennedy Boulevard Suite 3650 Tampa, Florida 33602 Stephen R. Patton, Esquire Jeffrey A. Hall, Esquire Kirkland & Ellis East Randolph Drive Chicago, Illinois 60601 Enola T. Brown, Esquire Lawson, McWhirter, Grandoff & Reeves East Kennedy Boulevard Suite 800 Post Office Box 3350 Tampa, Florida 33601-3350 Mark F. Lapp, Esquire Edward Helvenston, Esquire Assistant General Counsel Southwest Florida Water Management District 2379 Broad Street Brooksville, Florida 34609-6899 Peter G. Hubbell Executive Director Southwest Florida Water Management District 2379 Broad Street Brooksville, Florida 34609-6899
Findings Of Fact The County applied on August 24, 1979, for a permit to construct a swimming beach on the southwest shore of Sylvan Lake in the northwest part of Seminole County, Florida. On December 4, 1979, the Department gave notice of its intent to grant the permit. As proposed, the beach would be 150 feet in length along the shoreline and be approximately 65 feet deep, 40 feet on the land side of the waterline and 25 feet on the lake side of the shore waterline. Three dock structures are also proposed. The first is a boat dock to be 6 feet wide, which will extend into the lake for 25 feet with a 15 foot "L" at its end. In addition, a 6 foot wide, 20 foot long fishing pier is proposed with a 6 by 20 foot "T" on its end. Finally, the County proposes constructing a 6 foot wide 15 foot long aquatic study platform that would terminate in a 6 by 30 foot "T". The County plans to remove vegetation from an area of 150 feet long by 25 feet. As agreed at the hearing, this removal would be by hand only.. No machinery would be used. The site of the project is owned by the County. As part of its application, the County agrees to leave undisturbed 2,630 feet of the remaining shoreline it owns. At the present time approximately 20 percent of the lake's total shoreline is occupied by developed residential property. Many of the homeowners have removed the vegetation from their shorelines. The County's agreement not to alter 90 percent of its shoreline would therefore be beneficial to preserving the natural state of the lake. Sylvan Lake is an oligotropic spring-fed lake of 160 acres. Its well vegetated shoreline alternates between large grassy marshes and well-defined uplands. The lake bottom in the project site is firm sand with little potential for causing a turbidity problem. The lake has excellent water quality. It is a valuable habitat for fish and aquatic dependent birds and mammals. The vegetation along the shoreline of the project site consist of sawgrass, pickerelweed, and some arrowhead on the land side with spatterdock and mats of floating maidencane on the water side. In a freshwater closed system such as this lake the rooted emergent plants are vital to maintaining the quality of the water. The plants stabilize nutrients, expert oxygen and keep the water cool. The removal of this vegetation from a 150 foot strip will have an adverse but insignificant impact on the biological resources and the water quality of the lake. The construction of the fishing pier, boat dock, and observation platform will have no lasting environmental impact and the limited turbidity which may be generated during their construction can be well contained by the use of turbidity curtains. The swimming beach is a part of the County's plan for a diverse recreational park to provide the public with facilities for nature trails, baseball, picnicking, etc. The water classification of Sylvan Lake is Class III. CONCLUSIONS OF LAW The Division of Administrative Hearings has jurisdiction over the parties and the subject matter of this case. Section 120.57(1), Florida Statutes (1979). In this proceeding the Respondent, County, has the burden of proving that it has given reasonable assurances that the short term and long term effects of the proposed project will not result in violations of the water quality standards of Chapter 17-3, Florida Administrative Code. Section 17- 4.28(3), Florida Administrative Code; Dowdy v. Department of Environmental Regulation, Case No. 79-219, Recommended Order (DOAH July 19, 1979). That burden has been carried. The water quality standards of a Class III body such as Sylvan Lake are set out in Section 17-3.09, Florida Administrative Code. There is a preponderance of competent and substantial evidence that those standards in either the long term or in the short term will not be violated by the proposed project. The requisite reasonable assurances have therefore been given by the applicant. Hand removal of aquatic vegetation from a 150 foot strip of shoreline on a 186 acre lake, will have at most, a de minimus impact on the marine life, water quality or neighboring biota of Sylvan Lake. The applicant has met the criteria for the issuance of a permit, pursuant to Section 17-4.07, Florida Administrative Code.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED: That a final order be entered by the State of Florida, Department of Environmental Regulation determining that the requested dredge and fill permit be issued subject to the usual conditions and subject to the applicant's stipulation that any vegetation removal will be performed by hand and subject to any conditions contained in the Notice of Intent To Issue Permit. DONE AND ORDERED in Tallahassee, Leon County, Florida, this 30th day of April, 1980. MICHAEL PEARCE DODSON Hearing Officer Division of Administrative Hearings Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 COPIES FURNISHED: Mr. & Mrs. Gilbert Lee Swartz Route 1, Box 228 DD South Sylvan Lake Drive Sanford, FL 32771 Nikki Clayton Seminole County Courthouse Room 302, 301 N. Park Avenue Sanford, FL 32771 Segundo J. Fernandez, Esq. and Stanley J. Niego, Esq. Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, FL 32301 Mr. Raymond Lipton Route 1, Box 60-A Longwood, FL 32750
Findings Of Fact Respondent, Woodland, is made up of property owners in Woodland Lakes subdivision, an area abutting on Woodland Bayou, situated off Pensacola Bay in Santa Rosa County, Florida. Petitioner, Margaret B. Miller, owns property directly across the channel which forms the entrance to Woodland Bayou and which is the proposed location for the bulkhead and riprap forming the subject matter of this dispute. Mrs. Miller and her late husband purchased their property, which is not located in Woodland Lakes subdivision, in 1957. Their lot is located on Pensacola Bay and at the time she and her husband purchased the property, they were looking for an area that had the special characteristics of this lot she now owns. It included big trees, a gentle slope to the Bay, and a view out over Pensacola Bay across a sandy peninsula which extended out into the bay a considerable distance and which they owned. At the time they made their purchase, Woodland Bayou opened into Pensacola Bay at the East End but the opening near Mrs. Miller's property was obstructed by a sandy beach. The extent of channel blocking and obstruction caused by this sandy beach was the subject of a lawsuit between the Millers, the Woodland Lake Property Owners Association, and the State of Florida 1n June, 1972. The substance of that suit was concerned with ownership of the land which extended out from the Miller property into Pensacola Bay over which certain of the parties desired to cut a channel from Woodland Bayou into Pensacola Bay. There was substantial conflict in the testimony at the time as to whether there was a natural channel existing across the Miller property prior to 1957-1958 or not, or, in the alternative, whether the Millers filled in an existing channel thereby blocking reasonable entrance to Woodland Bayou. The answer to that question is irrelevant to the issue in this hearing. However, a judgment of the Circuit Court entered on June 13, 1972, awarded to the Millers title to property which extended out across the currently existing channel dredged subsequent to that time by the Respondent, Woodland, to a point into Pensacola Bay. The decision of the court also awarded to the Trustees of the Internal Improvement Fund a section of property directly west of the northern tip of the Miller property consisting of a strip approximately 40 feet wide and a maximum of76 feet long lying approximately perpendicular to the currently-existing channel and through which it was envisioned the channel would be dredged from the entrance of Woodland Bayou out to Pensacola Bay. By so doing, the canal would have made a left turn coming out of the bayou into Pensacola Bay but the Miller's property, which was not then split by the canal, would be left intact. According to Mr. Hunsley, the dredging completed after the entry of the final judgment in the Quiet Title suit was not done consistent with the dictates of that judgment. Instead, the channel was cut straight out from the bayou across the Miller property, and so it remains to this day. He contends, however, that historically, the channel existed in this very spot and that the Millers as well as other property owners in the area at the time, closed the channel off by dredging and filling at their own expense some time in 1957 and 1958. Regardless of the history regarding the genesis of the channel, however, the fact remains that the channel now exists in a straight line from Woodland Bayou to Pensacola Bay across the Miller property and has so since 1972 when it was dredged subsequent to the lawsuit. The channel, being a tidal channel and subject to sand drift caused by wind and wave action, tends to become clogged with sand on a periodic basis. Because of the increased clogging currently experienced, sometime prior to September 9, 1983, the officers of Woodland circulated a petition to secure the permission of all the neighbors in the subdivision to construct a bulkhead on the Woodland side of the channel across from and up channel from the Miller property. This petition, which at the time did not include riprap, was approved by all property owners in the subdivision except for 2 and was then forwarded to the Gulf Breeze City Council to allow the Council to assess costs in the amount of approximately $600.00 per property owner against the property owners in the event DER approved the permit to construct the bulkhead. Mrs. Miller was not solicited to sign the Petition nor will she be assessed any of the costs of construction of the bulkhead if approved since she is not a property owner in the subdivision in question. The petition was circulated, according to Mr. Kettenring, who has lived in the area for several years, because of the increasing sedimentation. To his knowledge, the channel was last dredged in 1982 and 1983. Prior to that time, during the period 1979-1981, he recalls at least three fish kills in the bayou but none since the dredging was accomplished. The residents of Woodland and the surrounding owners are all on septic tanks. There is no city sewage service to this area and every year there is a change in the clarity of the water in Woodland Bayou in the summer. During warmer weather, as the temperature increases, the water becomes cloudy and full of algae. However, after dredging was accomplished and the channel was opened further both in width and in depth, the water quality improved considerably. Mr. Kettenring has seen patterns of sand drifting from the point into the channel. The area has changed considerably in that the point has scalloped out into the channel blocking it. As a result, the bayou, which is at the mainland source of the channel, is currently somewhat brackish. Access of boat owners to the bayou has become impaired. On September 9, 1983, the application submitted by Woodland was received by DER, and a determination was made that the proposed project lay in Class III waters of the State, the standards for which are outlined in Rule 17-3.121, Florida Administrative Code. Shortly thereafter on September 28, 1983, DER notified Woodland that the application was incomplete in that the application fee had not been submitted, aerial photographs of the area were required, and a consent for the use of State-owned land was necessary. In addition, it was determined that Woodland needed to provide detailed plans for compliance with State water quality standards as well as a hydrographic survey. All requirements were subsequently met except for the survey. The application originally called for an additional 300 foot bulkhead to the east of the area in question here and the hydrographic survey referred to that bulkhead. Subsequent to the filing of the application, however, that bulkhead portion of the project was deleted and when that was done, the need for the hydrographic survey was obviated. Since all other shortcomings in the application had been corrected, the project was then reviewed by Mr. Hambrick who recommended the installation of riprap in front of the remaining bulkhead and grass, and on December 20, 1984, DER published an intent to issue for the project. The project in question is a 150 feet long bulkhead fronted with 35 cubic yards of riprap at the toe. The bulkhead will be located at the entrance channel of Woodland bayou across from Petitioner's property. Mr. Hambrick, who initially reviewed the application for DER and who signed off on it in December, 1984, visited the site in question on at least 2 or 3 occasions in relation to the application and because Mrs. York, Miller's neighbor, also had an application for a bulkhead pending. He looked at the property and determined that the amended application did not call for riprap. However, because the new law requires riprap in front of seawalls, he recommended that the riprap be installed here where there is no grass. In other words, according to Mr. Hambrick, riprap will be placed flush against the bulkhead where no sea grasses exist but will curve out in front of the sea grasses where there is grass at the foot of the bulkhead which will proceed behind the grassed area. The purpose of using riprap is to dissipate wave energy. Riprap will diminish the effect of the wave and its adverse effect on Petitioner's property. Mr. Hambrick is of the opinion that installing the bulkhead and riprap would not cause or increase damage to Petitioner's property and based on the criteria he used in analyzing the project, he feels that it is in the public interest. The factors he used in his consideration of this project include: that an erosion problem exists in the area, that bulkheading and riprapping would reduce the need for dredging, that there is a history of fish kills in the area, that maintaining a channel would help flush out the bayou, and homeowners on the bayou would have access to Pensacola Bay and their interests constituted a part of the public interest. Since the revised application was completed in October, 1984, it therefore had to comply with the criteria outlined in the new water quality bill which are two-fold in general application. These are: that the project will have no adverse effects on water quality of Woodland Bayou but would likely improve it through the increased flushing of the bayou as a result of maintaininq the channel, and that a need for dredging would be reduced since the channel will not shoal in as much. According to Mr. Hambrick, at the present time there is a collapsing and sluffing off of soil along the channel, which has increased since his prior visit in November, 1984. In his analysis of the project, he considered the effects that the project would have on the public interest, water quality, wildlife and fish in the area, and the historical and archeological aspects of the area. In his opinion, riprap would provide a habitat for marine wildlife which is a plus factor and would help to maintain a shallow shore environment. It would help to maintain a stand of marsh grass that is presently in the area and which is being covered with sand coming from the eroding point. In his opinion, there would be no adverse effect on the archaeological aspects of the area nor is there any indication of any adverse effect on the public interest, including Mrs. Miller. He also considers there would be no adverse effect on marine productivity which, in his opinion, would very likely improve as a result of the project. In his opinion, overall the project will maintain and even enhance the public interest considerations in the area and there would be no damage to the marine bottom by the installation of the riprap. Since the bulkhead will be fronted by riprap, it is not considered a vertical seawall which would be prohibited by the statute as it is currently constituted. Mr. Hambrick is quite certain in his opinion that since Mrs. Miller's property is already bulkheaded and riprapped, there would be no further erosion of her property. Consequently, there would be no adverse ecological effect notwithstanding the fact that Mrs. Miller contends that keeping the channel open would be a continuing trespass to her property. She also contends that when she put in her bulkhead, now at water's edge, it was designed as a retaining wall and was located in sand some substantial distance from the water. When the channel was cut across her land, the beach from the channel to the "retaining wall" eroded and when it appeared the wall would be undercut as well, she put in the riprap. All of this would be perpetuated by the construction of Woodland's project which would keep the channel open and keep it naturally closing as she believes it would do if left alone. In short, Mr. Hambrick's analysis of the situation including his personal visits to the site lead him to conclude that the project will not: harm water quality in the area, increase the number of boats using the channel, influence the speed of boats that use the channel, or increase erosion of Petitioner's property. This opinion is supported by that of Dr. Echternacht, a hydrographic engineer who is also convinced that construction of the proposed bulkhead and riprap would not cause any erosion to Petitioner's property. In fact, the riprap in front of the bulkhead will act to absorb wave energy and since it cannot be placed in a vertical manner, it reduces that amount of reflected energy. The bulkhead and riprap as proposed here would reduce the amount of soil infusion into the channel and thereby the amount of dredging needed. The technical aspects of the proposal were also considered by Mr. Fancher, the dredge and fill supervisor for DER in the Northwest District. When he reviewed the application, including Mr. Hambrick's proposal for riprap, he concurred with it. In order to appropriately receive a permit, applicants must show that the application conforms to both water quality and public interest standards. After his review of the entire project, Mr. Fancher concluded that this project would not adversely affect water quality standards and would not adversely affect but in fact might promote public interest considerations. When the Florida Legislature passed its new water quality bill in October, 1983, it prohibited the construction of most vertical seawalls. In Mr. Fancher's opinion, what is proposed here is not a vertical seawall and there is no evidence submitted by Petitioner to refute this. In fact, there was no evidence presented by Petitioner, save her own testimony which does not serve to overcome the expert opinions to the contrary, that the proposed project fails to meet the tests set out under the laws of this State.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is, therefore RECOMMENDED that the Respondent, Woodland Lake Property Owners, Inc.'s permit to construct a bulkhead be issued as modified. RECOMMENDED this 11th day of October, 1985, in Tallahassee, Florida. ARNOLD H. POLLOCK 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 Administrative Hearings this 11th day of October, 1985. COPIES FURNISHED: Kenneth G. Oertel, Esq. Oertel and Hoffman 2700 Blair Stone Road Suite C Tallahassee, Florida 32301 J. B. Murphy, Esq. 506 S. Palafox Street Pensacola, Florida 32501 Brad Thomas, Esq. Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 Victoria Tschinkel Secretary Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Rd. Tallahassee, Florida 32301
Conclusions On May 11, 2007, the Division of Administrative Hearings (‘DOAH’) submitted a _ Recommended Order (“RO”) to the Department of Environmental Protection (‘DEP’) i in . these consolidated proceedings. Copies of the RO were served upon the Petitioners, Mellita A. Lane, Jacqueline M. Lane, Peter A. Lane, (“Lane Petitioners”); Friends of Perdido Bay,.Inc., and James A. Lane (“FOPB”); and the Co-Respondent, International Paper Company (“IP” ). On May 29, 2007, all Petitioners and Respondent IP filed Exceptions to the RO. Respondent DEP filed Exceptions to the RO and Motion for Remand. ; On June 8, 2007, the FOPB filed a Reply to IP’s Exceptions and a Response to DEP’s Motion for Remand and Exceptions. The Lane Petitioners filed their Response to iP’s and DEP’s Exceptions. Respondent DEP filed Responses to the Exceptions filed . by the FOPB, the Lane Petitioners and IP. Respondent IP filed Responses to the Exceptions of FOPB, the Lane Petitioners and DEP. This matter is now before me for. final agency action. . _ BACKGROUND » Florida Pulp and Paper Company first began operating the Cantonment paper mill in. 1941. St. Regis Paper Company (St. Regis” ) acquired the mill in 1946. In 4984, Champion International Corporation (“Champion”) acquired the mill. Champion changed the product mix in 1986 from unbleached packaging paper to bleached products such a as printing and writing grades c of paper. In 2001, Champion merged with IP, and IP took over operation of the mill. The primary product of the mill continues to | be printing and writing paper. ' The mill s wastewater effluent i is discharged into Elevenmile Creek, which is a tributary of Perdido Bay. The creek flows southwest into the northeastern portion of Perdido Bay. Elevenmile Creek is a freshwater stream for most of its length but is . sometimes tidally affected one to two miles from its mouth. Elevenmile Creek is designated as a Class I water. Perdido Bay is approximately 28 square miles in area and is bordered by Escambia County on the east and Baldwin County, Alabama, on the west. The dividing line between ‘the states runs north and south in the approximate middle of Perdido Bay. U.S. Highway 98 crosses the Bay, going east and west, and forms the boundary between what is-often referred to as the “Upper Bay” and “Lower Bay.” The Bay is relatively shallow, especially | in the Upper Bay, ranging in depth between five and ten feet. Perdido Bay i is designated asa Class ill water. Sometime around 1900, a manmade navigation channel was cut through the narrow strip of land separating Perdido Bay from the Gulf of Mexico. The channel, called Perdido Pass, allowed the salt waters of the Gulf to move with the tides up into Perdido Bay. Depending on tides and freshwater inflows, the tidal waters can move into the most northern portions of Perdido Bay and even further, into its tributaries and wetlands. The Perdido River flows into the northwest portion of Perdido Bay. Itis primarily a freshwater river but itis sometimes tidally influenced at and near its mouth. The Perdido River was designated an Outstanding Florida Water (“OFW’) in 11979. At the north end of Perdido Bay, between Elevenmile Creek and the Perdido River, isa large tract of land owned by IP called the Rainwater Tract, The northern part of the tract is primarily freshwater wetlands. The southern partis a tidal marsh. Tee and Wicker Lakes are small (approximately 50 acres in total surface area) tidal ponds within the tidal marsh. Depending on the tides, the lakes can be as shallow as one foot, or several feet deep. A channel through the marsh allows boaters to gain access to Tee and Wicker Lakes from Perdido Bay. | ' Before 1995, the mill had to have both state and federal permits. The former Florida Department of Environmental Regulation (‘DER’) issued St. Regis an industrial wastewater operating permit in 1982 pursuant to Chapter 403, Florida Statutes. The United States Environmental Protection Agency ("EPA") issued St. Regis a National Pollutant Discharge Elimination System (“ NPDES") permit i in 1983 pursuant to the Clean Water Act. When it acquired the facility in 1984, Champion continued to operate the mill under these two permits. In 1986, Champion obtained a construction permit from DER to install the oxygen delignification technology and other improvements to its wastewater treatment plant (‘WWTP’) in conjunction with the conversion of the production process from an unbleached to a modified bleached kraft production - process. In 1987, Champion applied to DER for an operating permit-for its modified WWITP and also petitioned for a variance from the Class iI water quality standards in Elevenmile Creek for iron, specific conductance, zinc, and transparency. DER's . subsequent proposal to issue the operating permit and variance was formally challenged. In 1988, while the challenges to the DER permit and variance were still pending, Champion dropped its application for the operating permit and requested a . temporary operating permit ("TOP"), instead. In December 1989, DER and Champion entered into Consent Order No. 87-1398 (‘the 1989 Consent Order’). The 1989 Consent Order included an allegation by DER that the mill's wastewater discharge was causing violations of state water quality standards in Elevenmile Creek for dissolved oxygen (“DO”), un-ionized ammonia, and biological integrity. The 1989 Consent Order authorized the continued operation of the mill, but established a process for addressing the water quality problems in Elevenmile Creek and Perdido Bay and bringing the mill into compliance in the future. Champion was required to install equipment to increase the DO in its effluent within a year. Champion was also required to submit a plan of study and, 30 months after DER's approval of the plan of study, to submit a study report on the impacts of the mill's effluent on DO in Elevenmile Creek and Perdido Bay and recommend measures for reducing or eliminating adverse impacts. The study report was also supposed to address the other water quality violations caused by Champion. A comprehensive study of the Perdido Bay system was undertaken by a team of 24 scientists lead by Dr. Robert Livingston, an aquatic ecologist and professor at Florida State University. The initial three-year study by Dr. Livingston's team of scientists was followed bya series of related scientific studies, which are referred to collectively in the RO as “the Livingston studies.” The 1989 Consent Order had no expiration date, but it was tied to the TOP, , which had an expiration date of December 1, 1994. Champion was to be in compliance with all applicable water quality standards by that date. The mill was not in compliance with all water quality standards in December 1 994. No enforcement action was taken by the Department and no modification of the 1989 Consent Order or TOP was formally proposed that would have provided a point of entry to any members of the public who might have objected. instead, the Department agreed through correspondence with . Champion to allow Champion to pursue additional water quality studies and to investigate alternatives to its discharge to Elevenmile Creek. - In 1994 and 1995, Champion applied to renew its state and federal wastewater permits, which were about to expire. The Department and EPA notified Champion that its existing permits were administratively extended during the review of the new permit applications. Today, the Cantonment mill is still operating under the 1989 TOP which, due to the administrative extension, did not terminate in December 1994, as stated on its face. In November 1 995, following EPA's delegation of NPDES permitting authority to the Department, the Department issued an order combining the state and federal ‘operating permits into a single permit identified as Wastewater Permit Number FLO002526-002-IWF/MT. During the period from 1992 to 2001, more water quality studies were conducted and Champion investigated alternatives to discharging into upper Elevenmile Creek, including land application of the effluent and relocation of the discharge to lower Elevenmiie Creek or the Escambia River. . In September 2002, while Champion's 1994 permit renewal application was still pending at DEP, IP submitted a revised permit renewal application to upgrade the WWTP and relocate its discharge. The WwTP upgrades consist of converting toa. modified activated sludge treatment process, incteasing aeration, constructing storm surge ponds, and adding a process for pH adjustment. The new WWTP would have an average daily effluent discharge of 23.8 million gallons per day (‘MGD’). IP proposes to convey the treated effluent by-pipeline 10.7 miles to the 1,464-acre wetland tract owned by IP (contained within-the larger Rainwater Tract), where the effluent would be distributed over the wetlands as it flows to lower Elevenmile Creek and Upper Perdido Bay. IP revised its permit application again in October 2005, to obtain authorization to: reconfigure the mill to produce unbleached brown paper for various grades of boxes. If the mill is reconfigured, only softwood (pine) would be used in the new process. On April 12, 2005, the Department published notice of its intent fo issue a proposed permit, consent order, experimental wetland exemption, and waiver. The — Department authorizations would allow IP to change its industrial wastewater treatment system at the mill, construct an effluent distribution system within the wetland tract, construct the 10.7-mile pipeline to transport its treated wastewater to the wetlands, and discharge the treated wastewater into the wetlands. In April 2005, Mellita A. Lane, Jacqueline M. Lane, Zachary P. Lane, Peter A. Lane, and Sarah M. Lane (“Lane Petitioners”) filed identical petitions challenging the Department authorizations on numerous grounds. The Department forwarded the petitions to DOAH for assignment of an Administrative Law Judge (“ALJ”) and to conduct an evidentiary hearing. The Lane Petitioners subsequently amended their petitions. In May 2005, Friends of Perdido Bay, Inc., and James Lane filed a petition for | hearing to challenge the Department authorizations. The FOPB petition was forwarded to DOAH and the pending cases were consolidated for the fi nal hearing. The FOPB petition was subsequently amended. In October 2005, while the cases were pending, IP applied for a revision to its NPDES permit renewal application. The cases were abated so that the DEP could review and act on the permit revision. In January 2006, DEP issued a proposed revised | NPDES permit and a corresponding First Amendment to Consent Order. On July 26, 2006, the Department filed without objection a revision to the Consent Order. On July 31, 2006, the Department filed Joint Trial Exhibit 18 that integrated the Consent Order dated April 12, 2005, the First Amendment to Consent Order dated January 11, 2006, and the Department’s Notice of Minor Revision {o Consent Order filed on July 26, 2006. The DOAH Administrative Law Judge CALL") held a lengthy final hearing in these consolidated cases on May 31, June 1, 2, and.26 through 30, and July 17, 27, and 28, 2006. Prior to the hearing, the parties filed their Joint Pre-Hearing sit on May 24, 2006. The ALJ subsequenty submitted his RO on May 11, 2007. -
The Issue The issue to be determined is whether the applicants, William Guererro and Christina Bang, a/k/a Christina Guerrero (Applicants), are entitled to issuance of a Consolidated Environmental Resource Permit and State Lands Approvals for various structures on the Applicants’ property at 58458 Overseas Highway, Marathon, Florida.
Findings Of Fact The Parties Petitioners Bernard Spinrad and Marian Spinrad are the owners of adjoining parcels of property with the addresses of 58418 and 58420 Overseas Highway, Marathon, Florida. They acquired the property in December 2001. They recently completed construction of two residential structures on the properties. The structure at 58418 Overseas Highway is currently listed for sale. The structure at 58420 Overseas Highway is a vacation rental property. Neither structure is Petitioners’ permanent residence. The DEP is the state agency with the power and duty to regulate activities in waters of the state pursuant to chapter 373, Florida Statutes. The DEP also serves as staff to the Board of Trustees of the Internal Improvement Trust Fund (“Board of Trustees”) to review and act on activities on state sovereignty submerged lands under chapter 253. The Applicants, are the owners of adjoining parcels of property with the address of 58478 Overseas Highway, Marathon, Florida (the Property). They purchased the Property in June 2010. The structures that are the subject of the Permit are to be constructed near or waterward of the shoreline of the Property. The Property The Property is located on Grassy Key, an island in the middle Florida Keys, within limits of the city of Marathon, Monroe County, Florida. U.S. Highway 1 passes through Grassy Key. The Property -- as is that of Petitioners -- is situated between U.S. Highway 1 and the open waters of the Atlantic Ocean. In the early part of the 20th century, a portion of Grassy Key was platted as the Crains Subdivision. The properties owned by Applicants and Petitioners are within the Crains Subdivision. During the periods of time directly relevant hereto, the Property has been owned by Burgess Levine, who owned the property during the period prior to the October 2006, landfall of Hurricane Wilma until June 2010, and by Applicants, who have owned the Property since June, 2010. Grassy Key Grassy Key is three-miles long, and has 6800 feet of beaches, none of which are designated as critically eroded. The island fronts the Atlantic Ocean to the east, and the more protected waters of Florida Bay to the west. The waters along the Atlantic Ocean shoreline of Grassy Key in the area at issue are shallow, with an extremely flat bottom having a very gradual slope of approximately 1 to 30, meaning there is a one foot vertical change over 30 horizontal feet. The mean tide range at the Property is about 1.7 feet. Under normal conditions, the stretch of Grassy Key at issue is fairly characterized as a zero-wave energy shoreline. Waves break well offshore and there is negligible wave energy propagating beyond that point. What shoreline energy exists is produced by small tide currents and wind-shear on the water surface that moves water along the shoreline. The direction of the water movement is dependent on tides and wind direction, with the predominant direction being from north to south. Erosive and other significant changes to the shoreline of Grassy Key, including that stretch fronting the Property, are event driven, meaning when there is a coastal storm that causes a rise in the water level, substantially higher than the astronomical tide, waves can propagate onto the shoreline of Grassy Key. The wind and waves can come from virtually any direction depending on the storm. A storm of greater intensity will create higher energy-wave conditions. Although storm conditions may only occur over 1 to 3 percent of a given year, with the rest of the year having zero-wave energy, on average the coastline may be considered to be of moderate-wave energy. The beach sediment along the Grassy Key shoreline in all areas pertinent hereto consists of calcareous material, made up of the breakdown of corals and coralling algae, with a significant fraction of other detrital marine material. The upper beaches of Grassy Key, including that on the Property, generally consist of coarse, calcareous sand with a small fraction of calcareous silt-size particles. The inter-tidal areas along Grassy Key consist of predominantly fine calcareous sand, with a greater fraction of calcareous silt. Extending out into the nearshore area all along Grassy Key, including that fronting the properties owned by Petitioners and Applicants, the sediment becomes a very fine calcareous sand, with a greater fraction of the material being calcareous silts and clays, and with a substantial amount of organic mud of a marine origin, classified as Islamorada muck. Since at least the 1970s, one wading in the nearshore waters along Grassy Key could expect to sink into the surface muck to a depth of anywhere from six inches to two feet. The depth of muck becomes less as one moves further out and approaches the offshore Thalassia beds. Although some areas offer more resistance than others, it is routine to experience difficulty in walking and wading along the coast of Grassy Key because of the high percentage of clays and silts in the substrate. The band of muck narrows as one proceeds towards the northern stretches of Grassy Key, until one reaches the furthest areas to the northeast where the nearshore transitions to exposed rock and hard bottom. The surface muck that exists in the nearshore waters of Grassy Key, having a sizable component of decaying organic material, gives off an odor of hydrogen sulfide when disturbed that some find to be unpleasant. The odor is a naturally- occurring condition of the sediment, and is common in mucky areas all around the southern coasts of Florida. The suggestion that the shoreline in the vicinity of the Petitioners’ property, and that of Applicants, was a naturally occurring white, sandy beach is contrary to the greater weight of the evidence. To the extent the shoreline at Petitioners’ property may have been temporarily altered by the overwash from Hurricane Wilma as discussed herein, Petitioners’ own post-Wilma man-made efforts at beach stabilization, or the redistribution of sediments occasioned by Hurricanes Isaac and Sandy in 2012, the evidence demonstrates the “mucky” condition described herein to be more consistent with the natural and long-standing conditions of Grassy Key. Thus, as Grassy Key exists in the present time, one may expect to encounter six inches to two feet of loose muck anywhere along the nearshore area. Close to shore of Grassy Key are scattered beds of Halodule, a species of seagrass that tends to emerge and grow in shallow waters. The growth of Halodule is influenced by the nature of the sediments, the salinity temperature, and clarity of the water. Storm events have a significant effect on its growth. Given its transient nature, Halodule may vary in any given area from nonexistent, to spotty, to well-established beds. As one moves further offshore, the Halodule transitions to large, continuous beds of Thalassia. Thalassia grows in deeper water, and is common to a depth of about 12 feet. Being deeper and less affected by storm energy, the line of the Thalassia beds off of Grassy Key has not substantially changed over time. As wind and waves come across the grass beds, and as tides ebb and flow, grass blades are cropped. The amount of grass varies seasonally to a degree. The cropped and dislodged seagrasses, along with other organic material entrained therein, are naturally carried by the tides and wind and stranded along the shoreline. The stranded material is known as wrack, and the line of stranded material is known as the wrack line. Grassy Key is well known for the large seagrass wracks that pile up on the shoreline. A wrack line is a normal and natural occurrence in marine environments like that of Grassy Key, and can be a good indicator of the upper edge of the water action at a particular time. The cropping and dislodging of seagrass is accentuated during major or minor storm events. During Hurricane Rita in 2005, a very large seagrass wrack was blown onto the shoreline of Grassy Key. It was subsequently blown back out to sea by the overwash from Hurricane Wilma. The decomposition of the seagrass and other organic materials creates a significant odor that is not uncommon. That odor of decomposing material is well-recognized as being associated with Grassy Key. Areas along the shoreline of Grassy Key have been used by sea turtles for nesting. However, the nature of the substrate in the area of the Property is not optimal for nesting. Generally, sea turtles require a nesting site with 15 to 20 inches of sand above the water table so as to allow them to dig a suitably deep and dry cavity for their eggs. The natural substrate along the section of Grassy Key at issue is coarser and more difficult to dig into, and does not have the depth of sand for the best chance of a successful nest. Despite the nature of the substrate, Petitioner testified as to her observation of turtle nests along her property in each year from 2006 through 2010. Since the SW Groin, the Mid-bulkhead, and the NE Groin were all in existence and functioning during that period, with work to the SW Groin having been completed by 2008, the preponderance of the evidence demonstrates that those structures have no effect on the success or failure of sea turtles to nest along the property. To the extent nesting has been disrupted since 2011, the most logical inference that can be drawn from the evidence is that such disruption is the result of the Mid-Jetty Extension, which is slated for removal under the terms of the Permit. The preponderance of the evidence demonstrates that the structures and activities authorized by the Permit will have no adverse effect on sea turtles. Hurricane Wilma In October, 2005, Grassy Key was pounded by Hurricane Wilma. The storm passed to the north, and created a substantial storm surge that moved from west to east across Grassy Key. The storm surge created a “ridge and runnel” effect on the Atlantic facing shoreline, with the channelization of the storm tide flow creating erosion and gullies on upland shore-adjacent properties. The storm surge and flooding across Grassy Key caused substantial wash-outs of sand; transported a large volume of sandy, upland sediments into the nearshore waters of the Atlantic Ocean; and created washover “fans” of material along the shoreline of Grassy Key. The effects of the Hurricane Wilma storm surge manifested just north of the Property, became substantial at the Property, and continued south down the shoreline for a considerable distance. At the Property, sand was pushed from 50 to 100 feet waterward from the existing shoreline, and a substantial runout was created running parallel and north of the SW Jetty. The sand pushed into the water buried everything in its path, including seagrasses. In short, the post-Wilma shoreline from the Property south along Grassy Key was left in a completely disrupted state. The nearshore waters fronting the properties owned by Petitioners and Applicants were affected by the deposition of sandy, upland sediments, which temporarily created areas of substantially harder-packed sediment. Over time, as the shoreline equilibrated and the sandy sediment distributed through a broader area, more typical shoreline conditions returned. The photographic evidence demonstrates that the Mid- bulkhead and the SW jetty structures were impacted by the Hurricane Wilma storm surge. In addition, the sandy area between the mid-bulkhead and the SW jetty was pushed seaward from its previous location. The scars from Hurricane Wilma remain evident through the most recent aerial photographs received in evidence. It is visually apparent that seagrass, though reappearing in patches, has not reestablished in the nearshore areas along the affected shoreline of Grassy Key -- including the areas in front of the Property and the property owned by Petitioners -- to the extent that it existed prior to the storm. Post-Wilma Activities When Hurricane Wilma hit, the Property was owned by Burgess Lea Levine. Not long after Hurricane Wilma, Ms. Levine shored up the SW Jetty, and performed work in the “beach” area between the mid-bulkhead and the SW jetty. The photographic evidence also supports a finding that the rock outline of the Mid-jetty was reestablished to its pre-Wilma configuration. The repairs to the SW Jetty resulted in a structure that is virtually indistinguishable in size and shape to the SW Jetty as it presently exists. The wrack line at the beach area after it was “worked” following the passage of Wilma, shows the area in which work was done to be generally consistent with -- though slightly seaward of -- the 2005 post-Wilma shoreline. In 2008, Ms. Levine applied for a series of exemptions and for consent of use for state-owned lands for “shoreline repair, replace earthen ramp with a concrete ramp, repair wood deck, replace mooring piles & maintenance dredge existing channel w/in Atlantic Ocean.” On September 19, 2008, the DEP issued a regulatory authorization and proprietary submerged land approval. The Rights of Affected Parties that accompanied the September 19, 2008, notice provided that “[t]his letter acknowledges that the proposed activity is exempt from ERP permitting requirements” and that “this determination shall expire after one year.” The notice of Rights of Affected Parties did not apply to the proprietary authorization. At some time after issuance of the regulatory authorization, Ms. Burgess initiated additional work to repair the SW Jetty. The photographic evidence, which is persuasive, indicates that the work on the SW Jetty, including the concrete cap, was complete by the end of 2008. When Applicants purchased the Property, the determination of exemption issued in 2008 had, by application of the notice of Rights of Affected Parties, expired. Shortly after the Applicants purchased the property, they had the existing family home demolished. Applicants intend to construct a winter vacation home for their personal use on the property. 2012 Storms In August and October 2012, Grassy Key was subject to event-driven conditions as a result of the passage of Hurricanes Isaac and Sandy. Those storms redistributed large areas of sediments that had been moved offshore by the effects of Hurricane Wilma. The Proposed Permit The February 20, 2013, Permit provides that the structures described herein do not require the issuance of an Environmental Resource Permit, subject to the criteria and conditions in Florida Administrative Code Rule 40E-4.051. The Permit provides that the boat ramp is eligible to use the general permit in Florida Administrative Code Rule 62-330.417, the repair and replacement of the dock is exempt pursuant to section 403.813(1)(b), Florida Statutes, the maintenance dredging of the Channel is exempt pursuant to section 403.813(1)(f), and that the repair and replacement of the NW Jetty, the SW Jetty, and the Mid-bulkhead are exempt because the structures are “historic in nature and pre-dates Department regulations.” In addition to the regulatory authorizations, the Permit granted proprietary authorization by Letter of Consent for the dock pursuant to Florida Administrative Code Rule 18- 21.005(1)(c)4., and for the Channel, the NW Jetty, the SW Jetty, and the Mid-bulkhead pursuant to rule 18-21.005(1)(c)7. The Permit established the mean high-water line as that existing in 1974 and depicted on the “Richmond Survey.” Proprietary authorization for the boat ramp was determined to be unnecessary due to its location above the mean high-water line. Finally, proprietary authorization for the “Sandy Area” or beach between the Mid-bulkhead and SW Jetty was granted by Letter of Consent pursuant to rule 18-21.005(1). On September 20, 2013, the DEP filed a Notice of Additional Grounds for Exemption Determination, in which it found each of the structures subject to the regulatory review to “have only minimal or insignificant individual or cumulative adverse impacts on water resources” and to thus be exempt from the need to obtain an Environmental Resource Permit pursuant to section 373.406(6), Florida Statutes. On December 12, 2013, Applicants filed a Notice of Filing Proposed Changes to the Pending Agency Action in which they agreed to certain additional conditions, and which referenced the October 1, 2013, repeal of rule 40E-4.051, and its replacement by the “Statewide ERP rules.” For purposes of this de novo proceeding, the proposed Permit at issue includes the February 20, 2013, Permit; the September 20, 2013, Notice of Additional Grounds for Exemption Determination; and the December 12, 2013, Notice of Filing Proposed Changes to the Pending Agency Action. The Proposed Structures Groins There has been some confusion relating to the names of the structures that are subject to the proposed Permit. Two of the structures are referred to as jetties, the NE Jetty and the SW Jetty, and the middle structure is referred to as the Mid- bulkhead. A jetty is a navigation structure that is constructed at a barrier inlet. Its purpose is to stabilize the inlet and prevent shoaling by “jetting” current and wave-driven sand further offshore, such that the offshore bar is moved into deep enough water to allow navigation in and out of the tidal inlet, and allowing the tidal current between the ocean and the receiving body of water to keep the inlet scoured and open. There are 48 jetties on the open coast of Florida, none of which are in the Florida Keys. A groin is a structure designed for shore protection purposes. A groin is typically aligned perpendicular to the shoreline, or “shore normal.” The structures identified in the Permit as the NE Jetty and the SW Jetty are clearly groins, and not jetties. The mid-bulkhead is a groin, generally for shore confinement, with a channel-facing bulkhead. For purposes of continuity, the structures will be identified by the names given them in the Permit. Since there is negligible wave energy along the shoreline normal conditions, the groins have little or no day- to-day effect on longshore transport. Under storm conditions, the structures affect longshore transport, as evidenced by accretional “fillets,” and function as shoreline protection and confinement structures. The rock groins provide shelter, habitat and structure for corals, sponges, lobster, and fish in the area. The preponderance of the evidence demonstrates that the groins authorized by the Permit will have no adverse effect on fish and wildlife resources. NE Jetty The NE Jetty was originally constructed in the early 1960s, likely concurrent with the dredging of the navigational channel. The quality of the aerial photographs of the period make it difficult to tell if the NE Jetty was a loosely-placed rock embankment or a more well-designed and constructed structure. However, the fillet of sand accreted to the north of the Channel demonstrates that the jetty was in existence and functioning as a shore-protection structure. By the 1970s, the NE Jetty had become overwhelmed by longshore sediment transport from the northeast. Sediment overtopped the NE Jetty and filled in the landward reaches of the Channel. At that point, ability of the NE Jetty to perform as a shore protection structure was compromised to the point that it could no longer hold the shoreline out of the basin or the landward portion of the Channel. The Mid-bulkhead became the dominant structural control over the shoreline and started to accrete the shoreline to the northeast. At some time between 1977 and 1981, the Channel was maintenance dredged pursuant to a permit issued by the Department of Environmental Regulation, DEP’s predecessor agency. The NE Jetty appeared on the plans for the maintenance dredging. Thus, the most reasonable inference that can be drawn from the evidence is that the NE Jetty was repaired and restored in conjunction with the approved maintenance dredging. By 1981, the NE Jetty had been restored as the dominant shore protection structure north of the Channel, and a fillet of accreted material had been reestablished. The aerial photographs from that period are not sufficiently distinct to determine the precise size, shape, and configuration of the NE Jetty at that time. However, there is no evidence of additional work having been performed on the NE Jetty between 1981 and 1985. By 1985, the NE Jetty existed in substantially the size, shape, and configuration as it existed at the time of Hurricane Wilma. Between 1981 and the 2005 arrival of Hurricane Wilma, the evidence is convincing that the NE Jetty was holding up the shoreline to the northeast and preventing sediment from filling in the upper reaches of the Channel. Although the evidence suggests that the NE Jetty had, by 2005, begun to show its age, the continuous presence of an accretional fillet demonstrates that it continued to serve its function as a shore-protection structure. Although the NE Jetty suffered damage from Hurricane Wilma, it continued to perform its shoreline protection function. Aerial photographs taken in 2009 and 2011 show a relatively distinct structure with a well-defined accretional fillet. Thus, the greater weight of the evidence demonstrates that, at the time of its repair in May 2011, the NE Jetty was a functional groin. The NE Jetty, as repaired in 2011, is of substantially the same size, shape, and location as the structure depicted in aerial photographs taken in 1985, 2009, and early 2011. Although the elevation of the structure was increased over its pre-repair elevation, the increase was that reasonably necessary to prevent the function of the structure from being compromised by the effects of age and weather. The work performed on the NE Jetty, consisting of new rock laid on top of the existing rock, constituted repair and maintenance of the existing structure. Since 2005, and at the present time, the shoreline north of the NE Jetty has reached a state of equilibrium and stability, and is not expected to change significantly from its current condition. The preponderance of the competent, substantial evidence demonstrates that the effect of the NE Jetty on the shoreline and water resources of Grassy Key in the vicinity of the properties owned by Applicants and Petitioners is minimal and insignificant. The sand and sediment accreted to the north of the NE Jetty since 1981 is in the range of 250 square feet. SW Jetty The aerial photographs from 19647/ demonstrate that some form of structure then existed at the location of the current SW Jetty. The structure is indistinct due to what appears to be sidecast material from a small channel in front of the property to the immediate south of the Property. By 1971, the SW Jetty had become more distinct. From that time forward, the SW Jetty, and its accompanying fillet of accreted material, appears in roughly the size and shape of the structure as it appeared immediately prior to the arrival of Hurricane Wilma. The SW Jetty was heavily impacted by Hurricane Wilma. The overwash from the storm created a substantial runout alongside the SW Jetty, and the post-storm aerials suggest that the jetty boulders were undermined and shifted from their more uniform 2003 appearance. Immediately after Hurricane Wilma, the owner of the Property commenced restoration and repair activities. As part of the activities, the SW Jetty was repaired with the addition of boulders, which were often three feet and every now and then as much as four feet across. The boulders, being irregularly shaped, could not be stacked like Legos®, so the repairs were not neatly within the precise pre-Wilma footprint. However, the repaired SW Jetty was substantially in the length and location as existed prior to Hurricane Wilma, though it may have had a slightly wider cross-section. By 2007, the work on the SW Jetty was complete, and it had assumed its present appearance with the addition of a concrete cap. Its appearance -- i.e. length, width, and location -- in 2007 and 2008 was not dissimilar from its appearance in 2003. As repaired, the SW Jetty effectively constitutes the same structure that it has been since its initial construction. From a coastal engineering perspective, the work that was performed on the SW Jetty, consisting generally of new rock laid on top of the existing rock, constituted repair and maintenance of the existing structure. Dr. Lin testified that between 1974 and 2011, the area to the southwest of the southwest jetty was “about equalized,” though it was “accreting a little bit.” Thus, the effect of the SW Jetty on the shoreline of Grassy Key in the vicinity of the properties owned by Applicants and Petitioners from 1974 to 2011 was minimal and insignificant. Dr. Lin testified that, since 2011, the same area had eroded. The only substantive shoreline change that logically accounts for that subsequent erosion is the Mid-bulkhead extension, which is slated for removal under the terms of the proposed Permit. Petitioner testified that she observed no adverse effects from activities on the Property until after February 2011.8/ Since work on the SW Jetty was complete by no later than 2008, Petitioner’s testimony supports a finding that the SW Jetty has had no measurable effect on the water resources in the vicinity of the properties owned by Applicants and Petitioners. The preponderance of the competent, substantial evidence demonstrates that the effect of the SW Jetty on the shoreline and water resources of Grassy Key in the vicinity of the properties owned by Applicants and Petitioners is minimal and insignificant. Mid-bulkhead The structure of the Mid-bulkhead first appeared as part of the sidecast material from the excavation of the navigation channel in 1964. It coalesced into a defined but smaller and more rudimentary structure in the 1971-1972 time period. At that time, it was acting as the predominant shore protection structure due to the overtopping of the NE Jetty with sediment, which also filled in the landward reaches of the Channel. By 1981, after the maintenance dredging of the Channel, the Mid-bulkhead had assumed substantially the size, shape, and location that it has currently. The Mid-bulkhead has a navigation function of protecting the landward extent of the Channel from the collapse of adjacent sand and sediment, and a shore protection and compartmentalization function. Those functions have been consistent since 1981. The Mid-bulkhead appears to have been subjected to the overwash of sand and sediment from Hurricane Wilma, though it maintained its shape and form. The outline of the Mid-bulkhead appears to be more well-defined after the initial post-Wilma repairs. In any event, the configuration and size of the Mid-bulkhead is substantially the same as it had been since 1981. At some point, the interior section of the Mid- bulkhead was topped with soil that is inconsistent with that naturally occurring in the area. That fill was confined, and brought the Mid-bulkhead to a more even grade with the rock outline, but could have had no measurable effect on the shoreline and water resources of Grassy Key in the vicinity of the properties owned by Applicants and Petitioners. The preponderance of the competent, substantial evidence demonstrates that the effect of the Mid-bulkhead is minimal and insignificant. Channel In 1961, the Department of the Army authorized dredging of a navigation channel at the Property. The approved channel was to be 700 feet long, 30 feet wide, and to a depth of five feet below mean low water. The Florida Trustees of the Internal Improvement Fund issued a letter of no objection. By 1964, the Channel that is the subject of this proceeding had been dredged, though not to the 700-foot length approved. Rather, the Channel was dredged to a length of approximately 290 feet. Much, if not all of the dredge spoil was sidecast, creating a rock structure alongside the Channel. Measurements taken during the course of this proceeding demonstrate that the initial dredging resulted in near vertical side slopes, which shows that the bailing of the bedrock was accomplished to the limits. The width of the Channel is from 28 feet to 32 feet wide, which is within an acceptable tolerance of the 30-foot approved width. In 1976, the then-owner of the Property sought a permit from the DEP’s predecessor, the Department of Environmental Regulation, to maintenance dredge the Channel to a dimension of 290 feet long and 30 feet wide, to a depth of minus 8-feet mean high water, and to construct a new rock jetty to extend 230 feet waterward from the existing terminus of the NE Jetty. Given the mean tide range of 1.7 feet at the Property, the depth of the proposed dredging would have been minus 6.3 feet mean low water, or 1.3 feet deeper than originally approved. The permit drawings depict the existing NE Jetty, the Channel boundary, the outline of the Mid-bulkhead, and the sidecast rock structure alongside the southern side of the Channel. The permit was denied. In 1977, the owner of the property reapplied for a permit to maintenance dredge the Channel to a dimension of 290 feet long and 30 feet wide, and to a depth of minus 4.0 feet below mean low water nearshore to minus 6 feet below mean low water at the waterward end. The proposal to construct an extension of the NE Jetty was deleted. The permit was issued, and a severance fee for the dredged material was paid based on a projected 700 cubic yards of material removed. The permit drawings and photographs depict the existing NE Jetty, the nearshore Channel boundary, and the general outline of the Mid- bulkhead. By 1981, aerial photographs demonstrate that the maintenance dredging of the Channel was complete, the NE Jetty was in place and functioning to protect the shoreline as evidenced by the accretional fillet, and the Mid-bulkhead had assumed its approximate current shape and configuration. Although the Channel has varied in depth over the years since the maintenance dredging and Hurricane Wilma, the greater weight of the evidence, including photographic evidence, indicates that the Channel was well-defined and remained navigable during that period. The Channel is an open-water exposed channel. Water in the Channel mixes due to direct tidal flow and the sheet flow of water due to shear wind stress. As water passes over the Channel, it sets up gyre, which is a mixing process. The open- water exposed Channel is subject to a high degree of mixing, even on normal waveless conditions, because of the wind transport of water and the tidal transport of water. The Channel is not a semi-enclosed basin. A semi- enclosed basin does not receive the direct forcing functions that an open-water channel receives. A semi-enclosed basin has no direct connection to open waters, but is connected to open waters by a narrower opening. Although a semi-enclosed basin exchanges water via every tidal cycle, the flushing process is one of slow mixing, in which a little bit of water is added to and withdrawn from the larger basin through the narrow opening during each tidal cycle. In such a case, a flushing analysis may be necessary to determine how much time and how many tidal cycles it may take to effect a complete exchange of the water in the semi-enclosed basin, and thus, for example, to dilute a pollutant to an acceptable level. A flushing analysis is not needed in this case because the Channel is an open-water, openly-exposed location subject to a high degree of mixing under normal day-to-day tidal processes. There is no greater basin connected by a restricting connection as with a semi-enclosed basin. Rather, the Channel has direct exposure to the tides, along with wind shear stress moving the water. The evidence in this case is substantial and persuasive, because the Channel is highly exposed to the open water and the tides, and a well-mixed and well-flushed aquatic system, that a flushing analysis is neither required nor necessary. Dock The dock made its first obvious appearance in 1981. It appears in a consistent shape and appearance through 2011. Aerial photographs taken in 2012, after the maintenance dredging of the Channel was conducted, show the dock had been removed. At the time of the hearing, the Applicants had installed new pilings and vent boards for the replacement dock, but the decking had not been installed. Work to complete the replacement of the dock was halted due to the pendency of the litigation challenging the structures. The proposed dock is less than 500 square feet. It is proposed for non-commercial, recreational activities. It is the sole dock proposed on the Property. The proposed dock will not impede the flow of water or create a navigational hazard. Boat Ramp Since the issuance of the 2008 approval, the boat ramp site was graded and stabilized in limerock material. The concrete ramp was not completed due to the pendency of the litigation challenging the structures. However, Applicants propose to pave the ramp with concrete. Based on Mr. Clark’s observations during his site visits, the boat ramp is landward of the mean high waterline depicted on the survey. The preponderance of the evidence demonstrates that the proposed boat ramp will provide access to the Channel, which provides a minimum navigational access of two feet below mean low water to the ramp. Applicants have agreed to install depth indicators at the ramp to identify the controlling depths of the navigational access. The work on the ramp involves no seagrass beds or coral communities. The ramp as proposed will require no more than 100 cubic yards of dredging. The total width of the ramp is to be 20 feet and the ramp surface will be no wider than 12 feet. Beach Area The area between the SW Jetty and the Mid-bulkhead is an accreted beach-type area that has been confined and protected by the Mid-bulkhead and the SW Jetty. The shoreline landward of the mean high water line, from the dry beach and to the upland, is somewhat steeper than adjacent unprotected shorelines, which is indicative of the grooming of the upper beach sediment and the stability of the shoreline between the Mid-bulkhead and the SW Jetty. As a result of the Hurricane Wilma storm surge, a substantial amount of sediment was swept across the Property and into the Atlantic waters. The beach area was inundated with sand and sediment from the overwash, which appears to have moved the shoreline well waterward of its previous position. Along the northern side of the SW Jetty, a substantial channelized gully was created. The configuration of the shoreline post-Wilma suggests that efforts were made by the then-owner of the Property to fill in the gully on the northern side of the SW Jetty, and to groom and restore the shoreline by redistributing sand and sediment on the Property. It is typical, and allowable under DEP emergency final orders, for affected property owners to redistribute overwashed deposits and place them back within the beach system. In that regard, the DEP encourages the redistribution of clean beach sand back onto the beach. The then-owners of the Property were not alone in taking steps to address the effects of Hurricane Wilma on their adjacent shorelines. The photographic evidence demonstrates that Petitioners engaged in similar restorative activities, which included bringing in material purchased from a contractor to fill in a gully created on their property by the overwash. Observation of representative soil samples from the beach area demonstrate that the soils are consistent with those in the upper beach areas found throughout the area. The only areas of inconsistent soils were found in the interior of the rock structure of the Mid-bulkhead, which contained a four to six-inch layer of soil with a different consistency and darker brown color, and small area of similar soil directly adjacent thereto and well above the mean high water line. The greater weight of the competent, substantial, and credible evidence demonstrates that there was no substantial amount of “fill” from off-site placed on or adjacent to the beach area. Rather, the nature, appearance, and composition of the soils suggests that the temporary increase in the size of the beach area after Hurricane Wilma was the result of grooming and redistribution of sand and sediment pushed onto the Property and into the nearshore waters by the Hurricane Wilma storm surge. In the years since Hurricane Wilma, the influence of normal tidal and weather-driven events has returned the beach area between the mid-bulkhead and the SW jetty to roughly the configuration that existed prior to the passage of Wilma, though it remains somewhat waterward of its pre-Wilma location.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law set forth herein it is RECOMMENDED that the Department of Environmental Protection enter a final order approving the February 20, 2013, proposed Permit, as conditioned by Applicants’ December 12, 2013, Proposed Changes to the Pending Agency Action. DONE AND ENTERED this 25th day of July, 2014, in Tallahassee, Leon County, Florida. S E. GARY EARLY 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 25th day of July, 2014.
Findings Of Fact Lake Powell Improvement Corporation is a consortium of interested owners of land comprising the majority of the Lake Powell shoreline. Camp Helen Company, one of its members, owns lake property which was formerly operated as a recreational facility for associates of Avondale Mills. Camp Helen Company now holds the property for the possibility of future development. George Jeter is one of approximately 76 persons who sent a form letter to the Department of Environmental Regulation (DER) in opposition to the designation of Lake Powell/Phillips Inlet as an Outstanding Florida Water (OFW). The rule-making proceeding to designate Lake Powell/Phillips Inlet an OFW was initiated with a petition filed on June 11, 1987, by the St. Andrews Bay Resource Management Association, a private citizens' organization formed in 1986 to help protect wildlife and resources in the St. Andrews Bay area. A public workshop was conducted by DER on September 6, 1990, in Panama City, Florida. Approximately 70 persons attended the workshop, including Bay County residents, Walton County residents, Lake Powell area property owners and representatives from various organizations. Craig Crockard, Vice President of Lake Powell Improvement Corporation, opposed the designation based on alleged degradation of property values and tax base, negative impact on growth and increase in road maintenance costs. Agency staff encouraged workshop participants and members of the public to submit information, including economic information, that would aid in the decision-making process. Only general and speculative information was received, with the exception of a response from the Department of Transportation that costs of future construction and expansion of the Phillips Inlet bridge, part of four-laning Highway 98, would be increased by $1.5 million as a result of the OFW regulations. DER sent a letter to Craig Crockard, received on April 2, 1991, requesting specifics as to the property owners' development plans and estimated economic impacts by April 5th. Crockard responded that the deadline was too short and that it was obvious that the decision had already been made. At no time, up to and including the hearing before the Environmental Regulation Commission (ERC), did Petitioners or other opponents provide information as to specific economic impacts of the proposed designation. The proposed rule would add the following area to rule 17- 302.700(9)(i), F.A.C. specifying special waters under the OFW designation: Special Waters * * * Lake Powell, Phillips Inlet, and all tributaries to Lake Powell as bounded by the following described line: Begin at the Northwest corner of Section 26, Township 2 South, Range 18 West; thence East to the Northwest corner of Section 29, Township 2 South, Range 17 West; thence South to the Northwest corner of the SW 1/4 of Section 29, Township 2 South, Range 17 West; thence East to the West line of Section 27, Township 2 South, Range 17 West, thence South to the mean high water line of the Gulf of Mexico; thence meander Northwest along the mean high water line to the West line of Section 35, Township 2 South, Range 18 West; thence North to the point of beginning ( - - 91). * * * In making its determination to recommend OFW designation for Lake Powell to the ERC, the Department compared Lake Powell to other water bodies. Lake Powell was found to be exceptionally ecologically and recreationally significant in terms of size, water quality and recreational usage. The Department makes its determination as to whether the proposed water body is exceptional by making direct comparisons to features of other water bodies, and by relying on the professional judgements of others familiar with the particular class of water bodies. Lake Powell has been compared by professionals familiar with other water bodies in the area and in their opinion it has exceptional value as an ecosystem. The Department relied on professional judgement of this type as well as its own findings when making the determination that Lake Powell was exceptional. Lake Powell is located in Bay and Walton Counties in Northwest Florida adjacent to the Gulf of Mexico. Its total surface area of 737 acres makes it the largest by far of any of a series of similar lakes in the area. Seven small streams provide fresh water to the lake; periodically Phillips Inlet, connecting the lake to the Gulf of Mexico, opens or closes. When the inlet is open, the lake becomes estuarine in nature. Most of the shoreline of Lake Powell is still undeveloped and the lake is significant in that it has experienced only minimal adverse impact from human activity. There are no permitted point source discharges to Lake Powell. It is basin-shaped, with a shallow shell, steep sandy slopes, and a flat bottom ranging from approximately 10 to 20 feet deep. Silty, high organic sediments in the water are amenable to degradation and are uniquely sensitive to pollution. Restricted flushing and the opportunity for development growth in the area add to that sensitivity. Lake Powell is a Class III waterbody. Water quality in the lake is good, and meets Class III standards; some parameters are as good as Class II standards. The low dissolved oxygen level in the lake is a result of natural conditions, is not a result of pollution, and is therefore not a violation of the Class III standard for dissolved oxygen. Lake Powell is one of the lakes in the state that is part of the water quality sampling effort known as Lake Watch. A benefit of OFW designation to this effort will be that Lake Powell, absent degradation, can serve as a control lake to compare other Lake Watch lakes throughout the State. At least 170 species of birds, (trust resources of the US Fish and Wildlife Service), have been observed and are dependent on Lake Powell. Unusual species include the piping plover (federally and state designated threatened), snowy plover (state designated threatened), least tern (state designated threatened), and bald eagle (federally designated endangered and state designated threatened). These species have a direct dependence on Lake Powell for habitat, feeding, or nesting areas. They are dependent on non-trust species such as small fishes which could be impacted by chemicals introduced to the lake. Edwin James Kepner, a biologist for the National Marine Fisheries Service, has identified three new species of nematodes which so far have been uniquely found in Lake Powell. Although nematode species are among the most abundant on earth (97,000 individuals may be found in a single rotting apple), they are a highly significant part of an ecological system and must be understood and studied for any understanding of marine communities. The lake supports a diversity of animals. At least 87 species of macrobenthic invertebrates and 67 species of fin fish inhabit the lake, a diversity based on the system's intermittent connection to the Gulf and the lake's relatively pristine condition compared to other lakes. One would expect to find even more diversity, 3 to 4 times more species, if better and more accurate sampling methods were employed. Lake Powell presents a unique nursery area, since most large predator fishes do not have access to it. The lake presently supports a variety of recreational activities, including canoeing, sailing, windsurfing, water-skiing, fishing, crabbing and picnicking. This recreational use has increased during the last five years. Lake Powell is ranked 36th out of 361 lakes statewide in a 1982 study of recreational usage. In terms of potential to the public for recreational usage, Lake Powell has three public access points to the lake, and a possible fourth. Public access is gained by a Bay County public park and by way of Gulf View Drive, which is owned by Bay County and used to launch boats. There is a public dock in Walton County which is also used extensively. The fourth access is currently the subject of an inquiry by the Bay County Audubon Society. The unusual quality of recreational experience lies in the pristine nature of the lake and the fact that it is located not far from the Miracle Strip in Panama City Beach. The ERC Commissioners, who were taken on a tour of the lake, were able to contrast the two areas and found that Lake Powell had unusual recreational value. Lake Powell provides an exceptional educational opportunity, and with its many different types of habitat it is a compact, manageable educational laboratory. As compared to the St. Andrews Bay System it would be much easier to collect samples, obtain information on biotic communities and generally conduct research on the effectiveness of regulatory programs, due to the manageable size of the lake. The proposed amendment to Rule 17-302.700(9)(i), F.A.C., to designate Lake Powell as an OFW would potentially affect future Department permit applicants by requiring they provide the Department with reasonable assurances that the proposed project is clearly in the public interest and that the proposed project would not lower existing ambient water quality standards (Rule 17-4.242, F.A.C.); by requiring that direct stormwater discharges into the lake include an additional 50% treatment level (Rule 17-25.025(9), F.A.C.); and by reducing the exemption for private residential docks from 1000 square feet to 500 square feet (Rule 17-4.04(9)(c), F.A.C.). These requirements will result in increased costs to permit applicants, although the costs cannot be calculated at this time since there are no such projects firmly proposed to the Department. The primary beneficial effect of the proposed rule would be the protection of future water quality based on existing ambient water quality standards at time of OFW designation. Pursuant to Section 120.54(2), F.S., an Economic Impact Statement (EIS) was prepared by the Department. Section 120.54(2)(b), F.S., requires the statement to include: * * * An estimate of the cost to the agency of the implementation of the proposed action, including the estimated amount of paperwork; An estimate of the cost or the economic benefit to all persons directly affected by the proposed action; An estimate of the impact of the proposed action on competition and the open market for employment, if applicable; A detailed statement of the data and method used in making each of the above estimates; and An analysis of the impact on small business as defined in the Florida Small and Minority Business Assistance Act of 1985. Additionally, Rule 17-302.700(4)(e) provides: An economic impact analysis consistent with Chapter 120, shall be prepared which provides a general analysis of the impact on growth and development including such factors as impacts on planned or potential industrial, agricultural, or other development or expansion. It is undisputed that the EIS properly addressed the costs of implementation to the Department. The EIS identified the kind of Department permit applicant that would potentially be affected by the rule amendment, and what kinds of developmental impacts could be expected by operation of other Department rules. The EIS did not identify any specific costs that would be attributable to the rule, as the Department was unaware of any specific development plans for the lake that would be subject to the Department rules. Existing development activities are grandfathered and would not be affected by the more stringent requirements. The Department stated in its EIS that the overall costs imposed on future development due to the proposed OFW designation would depend on both the nature of the development and its impact on the ambient water quality of the lake. Since the type and nature of future development in the area is uncertain, an estimate of the potential aggregate costs associated with the proposed OFW designation could not be made at the time the EIS was prepared. The EIS properly addressed the costs of the proposed rule to the parties, based upon the facts as known to the Department. The benefits to the public of the rule were stated to be largely environmental, as a result of protection of future ambient water quality standards in the lake. The EIS cited an economic benefit to land owners around the lake in the form of enhanced property values due to water quality protections of the OFW designation, water quality being an important variable in determining property values of waterfront property. That property values would be enhanced is based on the DER economist's study of another state's experience and experience with OFW designation in other Florida counties. The EIS properly addresses the benefits of the rule. The EIS states that there will be no significant effect on competition as a result of the proposed OFW designation; Petitioners have not presented any evidence to the contrary. The EIS adequately addresses the rule's effect on competition. The EIS states that the proposed OFW designation is not expected to create any significant adverse disproportionate impacts on small businesses, as required by Section 120.54(2)(b)5., F.S. As Petitioners have not introduced any evidence to the contrary, the EIS adequately addresses this issue. The EIS states that appropriate economic analysis techniques were employed preparing the EIS. Petitioners participated in the rulemaking process; they attended the Panama City workshop when economic information was solicited; they submitted written comments, none of which provided specific economic information; and they participated in the ERC hearing but offered no evidence to the Commission regarding economic impacts of the rule. The type of information they suggest that the Department should consider was not submitted by them, or anyone else, during the rulemaking process or this hearing. The evidence shows that the Department considered all comments submitted throughout the rulemaking process in making the recommendation of OFW designation to the ERC. The EIS properly explains the data and methodology used in its preparation, and this data and methodology was adequate to estimate the economic impacts of the rule. In January 1991, the Bay County Board of County Commissioners amended the County's comprehensive plan to provide special protection for Lake Powell. These provisions include more stringent requirements for stormwater retention and detention, an objective to maintain Lake Powell's water quality at its present level, restriction on use of household septic tanks, designation of a low-density residential zone, and prohibition of point source discharges which would lower existing water quality. (Joint Exhibit #1, Appendix D) Both parties have invoked the plan amendments for their own purpose. Petitioners argue that the plan amendments provide the same or greater protection than the proposed OFW designation and that the designation is not needed. This argument ignores the fact that at least 10% of the lake lies within Walton County, outside Bay County's jurisdiction. DER did not require Bay County to amend its plan and could not require it to maintain the new Lake Powell protections indefinitely. The OFW designation does not detract from or conflict with the local government's commendable initiative, but rather augments it. Respondent, DER, addresses the plan in its modified EIS where it discusses the contention by the Department of Transportation (DOT) that OFW designation will add $1.5 million in costs to widen a road at the Phillips Inlet bridge. DER's economist concedes that designation will result in additional costs and has discussed that in the EIS. Because he has not received back-up data from DOT he is unable to confirm that the cost will be as much as DOT asserts. He also attributes the increase to the new stormwater requirements of the Bay County comprehensive plan, and concludes the additional costs due to OFW designation might be zero. (Joint Exhibit #2, p. 7) Even if misplaced, the attribution of costs does not invalidate the EIS or the proposed designation. The EIS generally describes potential costs and provides a basis to weigh the environmental, social and economic costs against the environmental, social and economic benefits. In summary, the facts above support the ERC's finding that the waters selected for designation are of exceptional recreational or ecological significance and the benefits of designation outweigh its costs.
The Issue Whether Rules 40E-400.315(f) and 40E-4.301(f), Florida Administrative Code, and Section 4.1.1(f) and 4.2.7(a)-(d), Basis of Review Handbook for Environmental Resource Permit Application, are an invalid exercise of delegated legislative authority.
Findings Of Fact Respondent, South Florida Water Management District (SFWMD), is a public corporation existing by virtue of Chapter 25270, Laws of Florida, 1949, and operating pursuant to Chapter 373, Florida Statutes, and Title 40E, Florida Administrative Code, as a multipurpose water management district, with its principal office in West Palm Beach, Florida. Petitioner, Royal Palm Beach Colony, L.P. (Royal Palm), owns three lots in Unit 11 of the Indian Trail Improvement District, located in northwest Palm Beach County, Florida. Intervenor 1000 Friends of Florida, Inc., is a not-for- profit, tax exempt membership corporation, organized and existing under the laws of the State of Florida. By letter dated March 19, 1998, Royal Palm notified SFWMD that Royal Palm was entitled to No Notice General Permits for Activities in Uplands (NNGP) for three of the lots which it owns in Unit 11, Lots 61, 245, and 247. Royal Palm intends to build one single-family home on each of the lots. The proposed development of the lots would include individual septic tanks and stormwater retention ponds. By letter dated April 9, 1998, SFWMD informed Royal Palm that SFWMD staff had determined that the three lots do not qualify for no-notice general permits for single family home construction. As part of the basis for denial of the NNGPs, the April 9, 1998, letter stated: Reasonable assurances have not been provided to show that the proposed system or project is not part of a larger common plan of development. See Rule 40E-400.315(1)(f), Fla. Admin. Code. Royal Palm Beach Colony is the owner of approximately 170 lots within Unit 11 of the Indian Trail Improvement District, and the three proposed lots appear to be merely part of this large common plan of development. As an additional basis for denial, the April 9 letter stated: Reasonable assurances have not been provided to show that construction and/or operation of the proposed system will not cause adverse secondary impacts to the water resources, including, but not limited to, significant interference with the construction and operation of a regional stormwater system needed for adequate flood protection and stormwater treatment in the Unit 11 area. See Rule 40E-4.301(1)(f), Fla. Admin. Code. Royal Palm filed a Petition for Administrative Determination of the Invalidity of the above-cited rules, Rule 40E-400.315(1)(f) and Rule 40E-4.301(1)(f), Florida Administrative Code. Also being challenged are those portions of SFWMD's "Basis of Review Handbook for Environmental Resource Permit Applications" (BOR), which discuss secondary impacts, Sections 4.1.1(f) and 4.2.7(a)-(d). SFWMD's Environmental Resource Permit (ERP) program has four different types of permits: NNGPs, noticed general permits, standard general permits, and individual permits. The permits are grouped according to degree of potential impact and, correspondingly, according to degree of regulatory review. NNGPs are for very minor activities that have no potential to cause adverse impacts or harm to water resources provided that the criteria in the rule are met. A NNGP typically receives no review by SFWMD staff. An applicant reviews the criteria, and if the proposed project meets the criteria the project may be undertaken without notification to or approval by SFWMD. The degree of regulatory review for water management systems that do not qualify for NNGPs will vary. A system that qualifies for a noticed general permit pursuant to Rule 40E-400, Subpart C, Florida Administrative Code, will be reviewed within 30 days of receipt of notice, and if the criteria listed in the general permit rule are met it is presumed that the project meets all SFWMD's standards and is permittable. If the system does not fit within a noticed general permit and if the proposed system is less than 100 acres total size or has less than one acre of wetland impact, the project will be reviewed as a standard general permit pursuant to Rule 40E-40, Florida Administrative Code. Standard general permits are reviewed and issued by SFWMD staff, and unlike the noticed general permits, there are no presumptions that if certain limited criteria are met that all the SFWMD standards are met. The proposed project is reviewed to determine if reasonable assurances have been provided that all standards have been met. Finally, if a proposed water management system is greater than 100 acres or entails more than one acre of filled wetlands, an individual environmental resource permit is required. As with standard general permits, these applications are reviewed to determine if the applicant has provided reasonable assurance that all SFWMD standards are met. Individual environmental resource permits require permit authorization from SFWMD's governing board. Unlike the noticed general, the standard general, and the individual environmental resource permits, the NNGP does not require any regulatory review. An individual minor system fitting within the specific criteria for a NNGP can proceed with the activity without noticing SFWMD. Such a permit is very similar to an exemption from the permitting requirements. The use of a NNGP was not intended for approval of water management systems that contain shared or common water management facilities, such as a common drainage system for a housing development. Such systems require regulatory review to ensure that the system does not cause adverse water quality, water quantity, or environmental impacts. To allow a series of individual projects to have authorization to proceed under a NNGP, when together they are part of a larger common plan of development or sale, cumulatively would have a significant adverse impact to flood protection and environmental protection. Such master systems are to have regulatory review under one of the other three SFWMD permits. Thus, the requirement that a project permitted pursuant to a NNGP not be part of a larger common development or sale was placed in Rule 40E-400.315(1)(f), Florida Administrative Code. Without such a requirement, it would be possible to development a larger system without regulatory review by permitting individual systems within the larger system using a NNGP. The term "not part of a larger common plan of development or sale" contained in Rule 40E-400.315(1)(f), Florida Administrative Code, originated in Section 403.813(2)(q), Florida Statutes, which contains exemptions from permitting under Chapter 373, Florida Statues. In developing Rule 40E-400.315(1)(f), SFWMD did not further define the term because the plain meaning of the term was deemed adequate, as it was by the Florida Legislature when it did not define the same term in Section 403.813(2)(q). The plain meaning of the term is consistent with SFWMD's regulatory scheme for permitting water management systems. The most minimal permit authorization, the NNGP, should not authorize projects that are part of a larger common plan of development or sale because the larger projects are more likely to have larger water resource impacts. Interpretations of the term "part of a larger common plan of development" by staff from SFWMD are consistent. The interpretations indicate that the individual project and the larger master plan have shared or common water management systems. The focus is on whether common infrastructure would be needed to carry out the individual project. In its permitting program, SFWMD looks at all adverse impacts to water resources, whether direct, secondary, or cumulative. When evaluating secondary impacts, SFWMD looks for the same adverse impacts on water resources that it would for direct impacts, such as adverse impacts on the functions of wetlands or surface waters or adverse impacts on water quality. SFWMD interprets a secondary impact as some impact, other than a direct impact in the footprint of the proposed project, which is closely linked and causally tied to proposed activity to be permitted. Section 4.2.7, BOR sets guidelines for how SFWMD considers secondary impacts from water management systems. In developing Section 4.2.7, SFWMD applied existing case law concerning secondary impacts. Section 4.2.7(a), BOR, regulates construction, alteration, and reasonably expected uses of a proposed system so that the functions of wetlands to fish and wildlife and listed species are protected from adverse impacts caused by activities in adjacent uplands. Such secondary impacts may result, for example, from disturbance during adjacent upland construction or disturbance due to the close proximity of human habitation to a wetland where none previously existed. Section 4.2.7(a), BOR, gives examples of secondary impacts, and provides a mechanism in the form of a buffer that creates a presumption that provides reasonable assurance that secondary impacts to habitat functions of wetlands will not be adverse, assuming a wetland is not being used by a listed species for nesting, denning, or significant feeding habitat. Section 4.2.7(b), BOR, protects existing upland nesting or denning sites of listed aquatic or wetland dependent species and the adjacent uplands which are necessary to enable these nests or dens to be used successfully by such species. Section 4.2.7(c), BOR, looks at potential adverse secondary impacts to significant historical and archeological resources. The intent of the section is to allow consideration of secondary impacts of a project that may have a very minor impact from construction, but more serious implications once in operation. For example, a water control structure that may have a footprint of only a tenth of an acre may result in greater water velocities that would harm submerged archeological resources. Section 4.2.7(d), BOR, considers specific water resource impacts from future project phases and activities that will be very closely linked and causally related to the proposed system. This section seeks to prevent future impacts that may be necessitated by a proposed project design. As part of the analysis, SFWMD will consider the impacts of the intended or reasonably expected uses of future activities on water quality and wetland and other surface water functions.
