Findings Of Fact The proposed marina project involves the repair and renovation of a marina which has been in existence since the 1920s. The marina is located in Biscayne Bay within the City of Miami Beach, west of Purdy Avenue where it intersects with 13th Street. Currently, the marina is in a state of disrepair. In 1974, Respondent acquired ownership of the marina which was at that time an operating facility. Thereafter, Respondent began formulating plans to renovate and repair the facility. Respondent obtained estimates from construction firms to make repairs to the facility by replacing or reinforcing deteriorated members, piles, decking and other parts. Respondent plans to remove the existing wooden piers and piles consisting of 35,000 square feet of deck surface area and construct in their stead a facility consisting of only 24,560 square feet of deck surface area. The marina as renovated would not exceed its existing boundaries. In fact, the south pier of the marina will be relocated 40 feet northward of its existing location, which would place it 90 feet from the south property line. The proposed project entails construction of three main piers. The south pier is an L-shaped configuration which would extend westward 416 feet by 10 feet and then northward 304 feet by 10 feet. The north pier, also L-shaped, would extend westward 416 feet by 10 feet and then southward 202 feet by 10 feet. The center pier will have a T-shaped configuration. Its dimensions will extend westward 358 feet by 10 feet. The marina will also have a pier extending both northward and southward, 50 feet by 10 feet each from the center line of the pier. Additionally, the project will contain mooring piles along a canal which extends eastward from the northern perimeter of the marina. When completed, the marina will have accommodations for 161 vessels. The present facility, while it was a fully operating marina, accommodated 135 boats, together with over-the-water facilities constructed on a main center pier. Such facilities included a machine shop and major marina repair facilities, neither of which uses is proposed for the new facility. Construction activity for the proposed project involves no dredging or filling. In addition to reducing deck surface area to 24,560 square fete from the 35,000 square feet contained in the old facility, the proposed project also will contain 409 pilings as opposed to 1,037 in the existing facility. Existing wooden pilings will be removed and will be replaced with concrete pilings. Turbidity curtains will be used during the construction phase to reduce any adverse affect on water quality, which, in any event should be minimal. The concrete pilings will be installed by setting them in a steel template and driving them into the earth at the bay bottom with a hammer. In effect, this construction technique punches a hole straight down into the earth and results in minimal displacement of sediments at the bottom. Respondent also proposes to make certain cosmetic repairs to the sea wall at the present marina where there is some deterioration on the upper edges above the mean high water line resulting from corrosion. Such repairs will be made by welding of steel plate and putting a concrete cap over the top of the existing wall. The waters of Biscayne Bay are classified as Class III waters. There are no Class II waters in the vicinity of the proposed project. The testimony and evidence established that the area in and surrounding the marina facility is not productive in terms of benthic or faunal communities. There is virtually no marine vegetation in the area. The marina itself is almost devoid of any seagrasses, with the exception of several springs of Halophila and Caulerpa. The closest existing grass beds are located approximately 700 to 1,000 feet west of the marina's western perimeter. These grass beds, which include turtle grass and manatee grass, have apparently flourished during the period the existing marina was in full operation. Fouling organisms were found attached to pilings and the seawall areas of the marina. The waters inside the marina, and those in the surrounding area are not suitable as a habitat for breeding, nursery or feeding grounds for fish or other marine life. Studies conducted by Respondent's hydrographic expert indicate that tidal flow in the area of the marina will be enhanced by the renovation of the facility, largely due to reduction in the number of pilings, thereby reducing resistance to tidal flow. The evidence also disclosed that construction of the proposed facility will pose no navigational hazard or serious impediment to navigation in the immediate vicinity. The canal along the northern perimeter of the proposed project varies from 105 feet in width. Apparently only noncommercial boats will be docked in the marina and the canal. A marina has existed at the location of the proposed project for over 50 years, and there is no evidence that has ever created navigational problems within the canal or within the immediate area of Biscayne Bay. Petitioners suggest that the marina will "create a navigational hazard, or serious impediment to navigation..." within the meaning of DER's regulations, specifically Chapter 17-4.29(6)(b), Florida Administrative Code, under the theory that the boats to be accommodated in the facility will result in a general increase in boating traffic in north Biscayne Bay, and would, in addition, adversely affect the public's "navigation" of automobiles across numerous draw bridges whose spans will often be raised to accommodate boat traffic. It does not appear that chapters 253, 258.165 or 403, Florida Statutes, afford DER the authority to consider such factors in determining whether to issue a water quality permit. Even assuming that as a matter of law DER may consider such factors, the evidence presented by Petitioners on this point was vague and speculative. In its Proposed Order of Issuance, DER imposed seven permit conditions which, when combined with the design of the project and the facts set forth above, constitute "reasonable assurance" that the proposed project will not adversely affect water quality. These conditions include the following: Turbidity shall be monitored once daily during periods of water related construction activities at mid-depth 100 ft. upcurrent and 100 ft. down-current of the work area by a person(s) (project monitor) designed by the permittee. Adequate controls are taken during construction so turbidity levels beyond 100 ft. of the construction area in Biscayne Bay do not exceed 50 J.T.U. A pumpout station shall be installed and maintained for the removal of sewage and wastes from the vessels using this facility. No liveaboard vessels shall be docked at this facility unless said vessel has either a Coast Guard approved Marine Sanitation Device or a direct sewage pumpout connection is provided at the liveaboard slip. There shall be no positive drainage of stormwater runoff from the marina parking lot to Biscayne Bay. Fuel storage tanks shall be constructed of non-corrosive materials and located on the upland portion of the site. The fuel storage tanks shall be pressure tested at least once yearly to ensure that they are not leaking. Test reports shall be submitted to DER and the Dade County Environmental Resources Management. Floating oil booms and sorbent materials or equivalent equipment shall be available on site at all times in order to contain and clean up any oil or fuel spills. All marina employees shall be trained in the deployment and usage of the above spill cleanup equipment. The equipment above shall be subject to inspection by all regulatory agencies. At the conclusion of the hearing, it was stipulated among the parties that Petitioner, Izaak Walton League of America, Mangrove chapter, has standing to maintain this action pursuant to Section 120.57(1), Florida Statutes. With respect to Save Our Bay, the evidence disclosed that it is an unincorporated association which was formed for the purpose of preserving the waters of Biscayne Bay for safe navigational use, swimming and fishing, and to enhance the beauty of sunset Island and the venetian Isles, while at the same time protecting the area from the effects of pollution. Members of Save Our Bay own property in the vicinity of the proposed project, and use the waters in that area for swimming, boating and fishing. Their use of the natural resources of Biscayne Bay could be affected by construction of the proposed project. Walton, Save Our Bay and Respondent Turchin have submitted proposed findings of fact in this proceeding. To the extent that such findings of fact are not adopted in this Recommended Order, they have been specifically rejected as being either irrelevant to the issues in this cause, or as not having been supported by the evidence.
The Issue The issues in this case are whether Respondent, Robert J. Simmons, Jr. (Simmons), should be issued: an Environmental Resource Permit (ERP) under Part IV of Chapter 373, Florida Statutes, and Titles 62 and 40E, Florida Administrative Code; and a Consent to Use Sovereign Submerged Lands under Chapter 253, Florida Statutes, and Chapter 18-21, Florida Administrative Code. (All citations to Florida Statutes refer to the 2000 codification; all Florida Administrative Code citations are to the current version.)
Findings Of Fact The Applicant Respondent, Robert Simmons, Jr. (Simmons), is the applicant for: a consent of use of sovereign submerged lands owned by the Trustees of the Internal Improvement Trust Fund; and an ERP to construct a private, single-family, residential dock for access to Little Munyon Island and to fill jurisdictional wetlands on the island in order to construct a residence on the island. Simmons has offered to purchase Little Munyon Island and the 16 acres of privately-owned, mostly submerged land surrounding it for $2.6 million. Under the contract of purchase, Simmons is required to close by April 2, 2002. If the contract to purchase closes, Simmons plans to construct an 8,000 to 10,000 square-foot residence, with swimming pool, on Little Munyon Island. He estimates that the residence, once built, will be worth $12 million to $15 million. Little Munyon Island. Little Munyon Island is a 1 1/2 acre, undeveloped and unbridged island located in the Lake Worth Lagoon, which has been designated Class III waters of the state. Little Munyon Island is a natural island, one of only three in the Lake Worth Lagoon. Anasthasia rock atop the Pleistocene formation comes to the surface at the site. The island has been enlarged over the years by placement of spoil from dredging of the Intracoastal Waterway (ICW) to the west of the island. In addition, due to erosion on the west and accretion on the east, the island has shifted to the east. Now the eastern edge of the accreted eastern side actually is outside the 16 acres described by the deed Simmons seeks to have conveyed to him. Little Munyon Island is located just south of the John D. MacArthur State Park and Big Munyon Island. The waters in the Park have been designated as Class II, or Outstanding Florida Waters under Florida Administrative Code Rule (Rule) 62-302.700(2)(b). The boundary of the Park is approximately 1,100 feet north of Little Munyon Island. The eastern boundary of the ICW right-of-way is located about 220 feet west of Little Munyon Island; the centerline of the ICW is about 550 feet west of the island. Singer Island is an Atlantic Ocean barrier island approximately half a mile east of Little Munyon Island. The evidence was that less of Little Munyon Island is inundated by high tides than used to be. As a result, more of the island's vegetation was native in the past. Perhaps due to the deposit of spoil material, relatively little of the island is inundated any more. As a result, exotic vegetation such as Australian pine, Brazilian pepper, and seaside mahoe has invaded and comprises about 35 percent of the island's vegetation. The native vegetation includes red, black and white mangroves, buttonwood, and cabbage palms. Although it is private property, Little Munyon Island is currently being used quite extensively by the public, without authorization from the owner. Boaters frequent the island, leaving trash and other debris behind. Visitors to the island have chopped down native vegetation, such as mangroves, in order to build campfires on the island. Boaters visiting the island for recreational activities often ground their boats around the island. Grounding and extricating boats often causes the boats' propellers to dredge up seagrasses and dig holes in seagrass beds. The Lake Worth Lagoon. The Lake Worth Lagoon is a saltwater estuary. It stretches about 21 miles south from PGA Boulevard and varies in width from about 1 to 1 1/2 miles. The Lagoon is tidally influenced twice per day through the Lake Worth Inlet, which is located about 2-3 miles south of Little Munyon Island. The Inlet connects the Lagoon with the Atlantic Ocean. There is a tidal range of 2.8 to 2.9 feet between mean high and mean low tides in the vicinity of the island. Much of the historical extent of the Lagoon has been filled, and it is located in the most urbanized portion of Palm Beach County. From 1940 to 1975, the Lagoon lost more than 87 percent of its mangroves due to shoreline development. Little Munyon Island is located roughly in the middle of a large bay in the northern part of the Lagoon, which has not been filled or bulkheaded. This bay is one of the few remaining natural areas of the Lake Worth Lagoon. The Earman River, also known as the C-17 canal, discharges into the Lake Worth Lagoon west and a little north from Little Munyon Island to the west of the ICW. The part of the Lake Worth Lagoon around Little Munyon Island is vegetated with very high quality seagrasses, including Cuban Shoal Grass (Halodule wrightii), Turtle Grass (Thalassia testudinum), Manatee Grass (Syringodium filiforme), Paddle Grass (Halophila decipiens), and Johnson Grass (Halophila johnsonii). Johnson Grass is a federally listed threatened species of seagrass, but it tolerates a range of water quality and bottom sediments and is relatively abundant in the Lake Worth Lagoon. Five of the six types of seagrasses found in the Lagoon occur in the vicinity of Little Munyon Island. The area around Little Munyon Island is the best area of seagrasses in all of Palm Beach County, and it has the highest density of seagrasses. The quality of seagrasses in the area is "as good as it gets in the Lake Worth Lagoon." The tide from the Lake Worth Inlet flows north and south through the ICW. As a result, the same waters pass both Little Munyon Island and Big Munyon Island as the tide ebbs and flows. Silt and suspended particles in the water column around Little Munyon Island could be carried by the tide to the Class II waters around Big Munyon Island. There is a high degree of biological diversity in the area around Little Munyon Island. The seagrass beds and flats around Little Munyon are a breeding ground for fish and other aquatic resources. The portion of the Lake Worth Lagoon around Little Munyon has been identified as Essential Fish Habitat by the South Atlantic Fishery Management Council and the National Marine Fisheries Service. It is essential fish habitat for postlarval, juvenile, and adult brown and pink shrimp, red drum, and gray snapper. Seagrasses protect small fish and provide a food source for a whole ecosystem that starts with the seagrasses. Seagrasses provide a valuable source of oxygen, food, and shelter. One square meter of seagrass can generate 10 liters of oxygen per day. They may be one of the most prolific ecosystems in the world in terms of biomass production. The water quality in the Lake Worth Lagoon is improving due to stormwater regulation and reduction in the discharge of sewage effluent. This has caused the quality of seagrasses in the area to improve over the past 18 years. Seagrass recruitment has occurred around the area, and new kinds of seagrasses have colonized since 1983. It is reasonable to believe that seagrasses will continue to colonize around the island if water quality continues to improve. If conditions are right, seagrasses can spread and colonize areas where they do not now occur. The Proposed Project Initial Application In the initial application for ERP and consent of use filed on January 20, 2000, Simmons proposed to construct an L-shaped, 5,208 square foot dock made of poured concrete, 10-12 inches thick. The proposed dock's 12-foot wide access pier was to extend westward from shore for 306 feet, with a 12-foot wide terminal platform extending 140 feet to the south. The entire dock was to be elevated to 5.0' NGVD (National Geodetic Vertical Datum of 1929). The entire dock was to be within privately-owned submerged lands, but intended mooring on the western side of the terminal platform would have been over sovereign submerged lands. Initially, the access pier was to cross the center of a sunken barge that lies approximately 240 feet off the island's western shore. In a response on March 10, 2000, to DEP's request for additional information (RAI), the footprint of the proposed dock was shifted south so that the access pier crossed just south of the sunken barge, where Simmons' seagrass consultant, CZR, said there were fewer seagrasses. This also shortened the access pier to 296 feet and reduced the overall area of the docking facility to 5,088 square feet. In addition, mooring piles to the west of the terminal platform were eliminated; as modified, four mooring piles were to be placed parallel to the terminal platform, on the eastern side. As modified, the entire dock structure and mooring area was located within the privately-owned submerged lands. The dock was specifically designed for use in construction of an 8,000 to 10,000 square-foot residence, plus swimming pool, on the island. The terminal platform was designed so that Simmons could moor barges between the terminal platform and the mooring piers and offload needed construction materials and equipment. It was contemplated that the barges would be 55 feet long by 24 feet wide and draw three and a half feet of water and that they would be maneuvered by push-boats. The dock also was designed to permanently moor a vessel 120-140 feet long drawing five and a half feet of water. Simmons intends to live with his family in the proposed new residence on Little Munyon Island. He currently owns a house on the mainland in North Palm Beach on the western side of the Lake Worth Lagoon across the ICW from Little Munyon Island. He plans to park cars and use a dock at that location and operate his boat back and forth to Little Munyon Island. This would necessitate crossing the ICW several times a day. To construct the planned residence and pool on Little Munyon Island, the application proposed construction of a retaining wall around the island, generally no more than 5 feet landward of the perimeter wetlands on the island. Approximately 28,500 square feet (0.65 acres) would be within the retaining wall. Three feet of fill would then be placed within the retaining wall to elevate the pad for the residence to about 6 feet above sea level. Filling the Island would necessitate cutting down all the vegetation inside the retaining wall and filling 0.15 acres of jurisdictional wetlands consisting of mangroves and other wetland species. In the initial application, utilities were going to be provided by directionally-drilling a forced sewer main, water line, electric, cable, phone, and natural gas line from State Road A1A on Singer Island, under sovereign submerged lands in the Lake Worth Lagoon, to Little Munyon. In concerns expressed in the RAI about resource impacts and extension of utilities to an undeveloped coastal island, Simmons deleted the subaqueous utility lines in the modification on March 10, 2000. June Modification During a low, low (spring) tide in April 2000, CZR noticed for the first time that there was a sand bar between the northern third of the sunken barge and Little Munyon Island. In June of 2000, Simmons again modified his application to shift the docking facility back north so that the access pier was aligned with the sand bar. Simmons also proposed to extend the dock out into deeper water, making the dock 376 feet long, and placing the last 33 feet of the dock and the entire terminal platform (a total of 1,230 square feet) on and over sovereign submerged lands. The terminal end of the dock was modified to be 100 feet long by 10 feet wide. The width of the access pier also reduced generally to ten feet; however, over a stretch of 70 feet of the access pier to the west of the sunken barge (where it crossed lush seagrasses), the width of permanent concrete access pier was further reduced to four feet. (Three-foot high, hinged, grated railings designed to fold down would widen the access pier to ten feet on demand. See Finding 37, infra.) These modification reduced the overall size of the docking facility to 4,240 square feet. In addition, the decking was elevated higher, to 5 feet above mean high water (MHW). The mooring piles on the east side of the terminal platform (now over lush seagrasses) were deleted. The house pad and retaining wall were not changed from the initial filing. Having dropped the idea of subaqueous utilities, Simmons proposed "self contained utilities" consisting of: Water - Well with reverse osmosis (RO) plant, as necessary, for potable water. Water for irrigation and toilets will be reused on-site treated wastewater. Drinking water will likely be bottled. Wastewater treatment - Treatment by small on-site package plant, not septic tank. Power - Solar with backup generator. No specifics or analysis of the impacts from these systems were provided, and no assurances were given that they would not pollute. The June modification also proposed mitigation for the loss of the 0.15 acres of wetlands on the island that would be filled. Simmons proposed placement of rip-rap breakwaters just landward of the existing limit of seagrass, or further landward, to provide wave and scouring protection and planting of mangrove and other species landward of the rip-rap. It was suggested that seagrasses also would propagate landward of the rip-rap. In an August 2000 response to DEP's RAI, Simmons detailed the mitigation plan. Under the plan, 350 linear feet of rip-rap breakwaters would be placed along the northwestern and southwestern shores of Little Munyon Island, and the area landward of the breakwaters would be planted with red and black mangrove and smooth cordgrass. Exotic vegetation would be removed from the mitigation areas. Under the plan, 0.31 acres of high quality wetlands would be created to mitigate for the loss of 0.15 acres of jurisdictional wetland fill. DEP Denies Application, as Modified On November 9, 2000, DEP issued a Consolidated Notice of Denial of Environmental Resource Permit and Consent to Use Sovereign Submerged Lands. Discussion focused on impacts on seagrasses, impacts from the proposed utilities, and the mitigation plan. Although DEP noted that the size of the project was reduced from the original application, it concluded that the "dock will still have shading impacts on seagrasses, including Johnson's grass (Halophila johnsonii), a federally-listed threatened species." DEP also noted that the construction of the breakwaters could potentially impact seagrasses. Additional reasons for denial involved the utilities proposed for the uplands. DEP wrote: "The proposed utilities (RO plant, package plant) have a potential for impacts to the Lake Worth Lagoon (Class III Waters) through both a potential discharge and from long-term degradation. Also, no details on the use (short-term or permanent residency) or maintenance of the utilities was provided, both of which could affect how well the utilities function and whether they could affect water quality or habitat." DEP also noted that the proposed mitigation "does not create wetlands. It replaces 0.31 acres of submerged and intertidal habitat with 0.31 acres of mangroves and cordgrass habitat." It was also mentioned that anticipated trimming of mangroves would further reduce the value of mitigation. DEP concluded that Simmons had "not provided reasonable assurance that the construction and operation of the activity, considering the direct, secondary and cumulative impacts, will comply with Part IV of Chapter 373, F.S., and the rules adopted thereunder." DEP specifically concluded the proposal did not meet the balancing criteria set forth in Section 373.414, Florida Statutes, and Rules 62-330, 40E-4.301 and 40E-4.302. Third Modification and DEP Intent to Issue Simmons and his lawyer and consultant met with DEP staff in November of 2000. A site visit was made on December 8, 2000. After the meeting and site visit, Simmons proposed to further modify the project in several respects. The portion of the dock that was previously reduced to 4 feet in width was proposed to be constructed with a grated deck. The dock was elevated from 5.0 feet above MHW to 5.25 feet above MHW measured at the top of the deck. The design of the rest of the dock remained the same. No changes were proposed to the retaining wall or filling of wetlands. As for utilities, Simmons proposed the "Little Munyon Island Power and Sewerage Plan" This plan represented that 90 percent of the complex's power would be provided by solar energy, producing approximately 72 kilowatts (kW) of electricity. The plan also stated: "Water treatment both for drinking and waste waters will be processed through Atlantis Water treatment Auto Flash systems. This approach will use waste heat to evaporate and clean the water. This process will return used waters to potable with no more than 5 percent effluent. Any effluent will be secured and containerized and periodically (2xs per year) removed from the island." An "auto-flash" system creates distilled potable water using waste heat to evaporate all water from the effluent. The new Little Munyon Island Power and Sewerage Plan did not mention the use of irrigation waters on Little Munyon Island. DEP's staff reviewer understood from the new plan that there would be no wastewater irrigation on Little Munyon Island and that all waste would be processed by distillation, i.e., potable water. As for the mitigation plan, the two previously- proposed rip-rap breakwaters were modified to reduce their footprints, and the southern breakwater was moved somewhat landward at the southern end to avoid seagrasses. A third breakwater was added to the north side of the island. This increased the amount of mitigation area from 0.31 to 0.36 acres. In addition, Simmons submitted a revised mitigation plan to plant mangroves and spartina behind the breakwaters. Simmons also offered to record a conservation easement on the 16 acres of privately-owned submerged lands surrounding Little Munyon Island. DEP issued a Consolidated Notice of Intent to Issue Environmental Resource Permit and Consent to Use Sovereign Submerged Lands on March 12, 2001. In recommending this action, DEP's staff reviewer understood that there would be no discharge whatsoever on the island under the "Little Munyon Island Power and Sewerage Plan," and that all wastewater would be recycled and reused. Specific Condition (18) stated: "Power and wastewater service for the island shall be provided as described in the attached 'Little Munyon Island power and sewerage plan'. No discharge of effluent is authorized on the island." DEP's staff reviewer understood the permit to mean that "water, the material that comes out . . . of the other end of the waste water system" would not be discharged on the island. If DEP's staff reviewer knew Simmons was planning to use another system to treat wastewater or was planning to discharge reuse water on the island, it "would have been a concern," and he "would have questions about what that involved." He agreed that "spray irrigation would have been a concern" and would have raised issues related to the level of treatment, water quality and quantity and runoff from the upland part of the island into the waters of the Lake Worth Lagoon. The main concern would have been nutrients. In granting the revised application, DEP reversed its previous conclusions that Simmons had not complied with applicable statutory and rule criteria, and specifically found that "the Department has determined, pursuant to Section 380.0651(3)(e), F.S., that the facility is located so that it will not adversely impact Outstanding Florida Waters or Class III waters, and will not contribute to boat traffic in a manner that will adversely impact the manatee." The Challengers The proposed project is opposed by Petitioner, Singer Island Civic Association, Inc. (SICA), and by Intervenor, 1000 Friends of Florida, Inc. (Friends). SICA and Friends are both Florida corporations. SICA commenced this proceeding by filing a verified Petition for Administrative Hearing. Friends filed a verified Petition to Intervene. It was stipulated that SICA and Friends have standing as Florida citizens under Section 403.412(5). SICA also asserted standing based on the proposed project's effects on its substantial interests and those of its members. SICA is a membership organization with 1,200 members, who reside on Singer Island. SICA has an office located at 1281 North Ocean Drive, Singer Island, Florida. It also owns submerged real property in the Lake Worth Lagoon just west of and adjacent to Singer Island. SICA's membership includes individuals and condominium associations. Several individual members and condominium association members own property that borders State Road AIA on Singer Island. Some have riparian rights to the Lake Worth Lagoon. SICA performed a survey of its members and received 330 responses. Ninety percent of those responding believed they would be affected by the proposed project. More than 75 percent said they fished in the Lagoon and believed the project would hurt fishing; 80 percent said they enjoy and study the wildlife around the Lagoon; and 72 percent believed wildlife viewing would be impacted by the project. Members of SICA use the Lake Worth Lagoon for boating, fishing, recreation, or enjoyment of wildlife. The membership and the corporation are concerned about the potential of the project to pollute the Lake Worth Lagoon and adversely affect the environmental resources of the Lagoon. SICA's purpose includes the preservation of the environmental resources of the Lake Worth Lagoon and opposition to proposals to fill the submerged lands along State Road AIA. The type of relief sought by SICA in this action is the type of relief that is proper for the corporation to seek on behalf of its members. Both SICA and a substantial number of its members are substantially affected by Simmons' proposed project. A number of issues raised by SICA and Friends were dropped by the time the parties filed their Prehearing Stipulation. SICA and Friends further refined their claims at final hearing. The remaining challenges to the project focus on turbidity and shading of seagrasses caused by the construction and operation of the project, as well as on the potential secondary impacts of utilities proposed to serve the residence on the island. Direct Impacts from Proposed Dock The proposed dock is significantly larger than a typical private, single-family dock. No other of its proportions can be found in Palm Beach County. Typically, private, single-family docks are four-feet wide and made of wood, with spaced wooden planks for decking. The proposed docking facility's size and construction technique are more typical of a commercial docking facility. A docking facility of the size and kind proposed is not required for reasonable access to Little Munyon Island. Rather, it is required for construction and maintenance of a 8,000 to 10,000 square-foot residence, plus swimming pool, that will be worth $12 million to $15 million when completed. A less intense use of the island would have fewer impacts on the environment. Alternatively, there are other ways to build a house on the island without constructing a permanent dock of this size. Simmons might be able to push a barge temporarily up to the island, construct the house and then mitigate for the temporary impacts of beaching the barge. Simmons also might be able to construct a temporary span of trusses, a system used by the Florida Department of Transportation when working on coastal islands. The amount of shading caused by a docking facility is influenced by numerous factors. But if other factors are equal, generally the larger the surface area of the dock, the more shading occurs; likewise, solid poured concrete decking shades twice as much as grated decking material. As a result, all other factors being equal, the proposed dock will produce more shade than a typical private, single-family dock. In addition, there is a halo effect around the footprint of a dock that is about 2.25 times the square footage of the dock. The area under solid concrete decking will receive no sunlight. No seagrasses will ever grow in this area, eliminating possible recruitment of seagrasses in this area. Simmons made a laudable effort to locate, configure, and orient his proposed docking facility so as to reduce the shading impact of the dock's footprint and halo effect. The use of grated material over the area of greatest seagrass cover also was appropriate. But shading impacts and halo effects were not avoided entirely. In its April 2000 biological survey, CZR depicted an area approximately 40 feet wide by 250 feet long between the west of Little Munyon Island and a sunken barge as a "barren," meaning it had no seagrasses. Clearly, sand has built up over the years in this area due to influence of the sunken barge, and parts of the sandbar may be exposed at every mean low tide. This area may be devoid of seagrasses. But other parts of the sandbar may only be exposed at every low, low (spring) tide and may not actually be "barren." An onsite inspection and video tape of the area was made by Carman Vare of the Palm Beach County Division of Environmental and Resources Management in August of 2001. This inspection and video confirmed that there were no seagrasses in the sandy area from the mean high tide line on Little Munyon Island running west along the proposed footprint of the dock for a distance of approximately 130 feet. But at a point approximately 130 feet from shore, within 5 feet north of the tape placed at the presumed centerline of the proposed dock and sandy area, Vare began to find rhizomes (roots) of Cuban Shoal Grass (Halodule wrightii) in the sediment. Rhizomes of this seagrass continued to be found out to approximately 182 feet from the shore. At that point, sparse patches of Johnson Seagrass began approximately 5-10 feet north of the tape. This type of grass continued to be found to a point roughly 205 feet from the shore. From 205 feet to 215 feet from the shore, Cuban Shoal Grass rhizomes reappeared. There were no seagrasses from 215 feet to the east edge of the barge, which is approximately 243 from the shore. The area around the barge has been scoured out by waves and currents. It is possible that Vare placed his tape somewhat north of the actual centerline of the proposed dock. It is not clear from the evidence, but a sunken piling Vare swam over at one point may have been north of the centerline of the proposed dock. Also, while no seagrasses were observed when Vare swam south of the tape, Vare did not swim further than 5 to 10 feet south of the tape, so he did not know how far south of his transect line the area was barren of seagrasses. In any event, it was clear that the entire area depicted by CZR as "barren" was not in fact completely devoid of seagrasses; there were seagrasses and seagrass rhizomes either within the footprint of the proposed dock in the 110 feet or so east of the sunken barge, or very close to the north of the footprint in that locale. The sunken barge is made of decomposing wood. It is about 30 feet wide and about 100 feet long. It is often exposed at low tides, but is submerged during high tides. While there are no seagrasses growing in the barge, the barge is providing some fish habitat. If the barge were removed, seagrasses probably would re-colonize the area. West of the barge for approximately 50 feet is a colony of lush Cuban Shoal Grass. Coverage is sparse very near the barge but quickly thickens to the west to approximately 75 percent coverage. (CZR mischaracterized the density of this grass as 30 percent, perhaps in part because CZR did not conduct its surveys during the optimal growing season). From 50 to 70 feet west of the barge, CZR found moderate (30 percent) cover of Paddle Grass (Halophila decipiens). There are no grasses from 70 to 103 feet west of the barge. However, CZR found moderate (30 percent) cover of Paddle Grass south of the proposed footprint of the access dock and east of the terminal platform, extending south past the end of the terminal platform. The proposed terminal platform is in approximately 8-9 feet of water. The sediments under the terminal platform are composed of sand, silt, clays and organic materials. There are no grasses under the proposed terminal platform. The terminal platform would be directly over lush beds of Halophila decipiens (paddle grass) and Halodule wrightii (shoal grass) if the proposed dock were shortened by 35 feet, as Simmons has suggested to avoid having to obtain consent of use of sovereign submerged lands. Secondary Impacts from Proposed Dock As indicated, Simmons plans to use the proposed docking facility for construction and maintenance of a 8,000 to 10,000 square foot residence. He plans to use 55-foot long construction barges, drawing 3-4 feet of water, to bring fill, rocks, and other construction materials to Little Munyon Island. The barges will be moored to the western side of the proposed terminal platform. The use of construction barges will cause turbidity during construction. Simmons proposes to offload tons of fill from the barge and carry this fill over the dock to Little Munyon Island. One estimate was that, if Simmons used barges 120-130 feet long and capable of hauling 300 tons of fill, he would need to deliver 27-30 barge loads of fill to the dock. There is a reasonable likelihood that some of this fill will fall into the water. Simmons provided no analysis of the impacts of offloading and delivering this much fill to the island. There was no evidence of how Simmons planned to move sand around to fill the island, or its potential to cause turbidity. The location of the proposed dock in this case complicates the navigation of barges and vessels to and from the dock. Little Munyon Island is roughly centered in the Lake Worth Lagoon; and, except for some protection from the island itself, the dock is fully exposed to wind from all directions. Meanwhile, the "sail effect" of large boats adds to the difficulty of navigating them in the wind. The proposed dock also is exposed to the full effect of the current. A tidal range of a couple of feet can cause a current of about 1-2 knots; mean tidal range in the location of the proposed dock is as much as 2.8 to 2.9 feet. Finally, the proposed dock is near the ICW, which has a lot of boat traffic and wake. All of these factors can affect maneuverability of boats, create closure problems, or push the boats away from the dock. Unless Simmons wants to run the serious risk of losing control of the construction barges and inadvertently damaging seagrass beds, he will have to use a tug with significant maneuvering power. Tugs create more hydraulic thrust than other vessels because they generate more torque. Tugs also have more prop wash than most boats because they have deeper draft and larger propellers, in the range of 3 1/2 feet in diameter. The proposed dock was designed to moor a vessel up to 120-foot long parallel to the western side of the terminal platform when not being used for construction barges. If not being used for either barges or one large vessel, the mooring could accommodate two vessels of between 50-60 feet in length. Although not contemplated or ideal, it would be physically possible to moor three large vessels west of and perpendicular to the terminal platform inside the four mooring piles located 40 feet off the terminal platform. (These piles are 33 feet apart and designed to secure the construction barges, or one large vessel, parallel to the western side of the terminal platform.) While there are railings on the access pier to discourage mooring, there are no railings on the terminal platform. It also would be possible to moor boats on the east side of the terminal platform, which would be over lush seagrass beds. Simmons plans to moor his boat there when the western side is occupied by construction barges. Boats of 50-60 feet usually have twin inboard engines that range from 400 to 600 horsepower each. They can have propellers of between 26-30 inches in diameter. The engines and propellers are installed in a declining angle on such boats with the thrust vector pointing downward toward the bottom. Boats in this size range generally of draw 4-6 feet of water depending on the size and type of the vessel. A 70- foot trawler draws 6 feet of water. Unlike outboard engines (which also typically are lower-powered), inboard engines do not turn. Larger vessels move around by employing differential power. With twin inboard engines, navigation can by accomplished by using power pulsing, using the engines at different speeds, or by making one engine push forward and the other push in reverse. Winds and currents increase the need to use pulse powering to maneuver into and away from docks. For these reasons, the operation of 50-60 foot boats even in 5-10 feet of water can disturb the bottom through hydraulic scouring. As indicated, tug boats maneuvering a barge can scour the bottom even more. DEP's staff concluded that the operation of the dock would have no effect on seagrasses and sediments and would not cause turbidity or scouring problems in part by applying a longstanding policy which assumes that turbidity will not be a concern if one foot of water is maintained between boats using a dock and the bottom. The permit contains a condition that Simmons maintain one foot below boats. The so-called one-foot rule was designed for small, outboard-powered boats. As larger and more powerful vessels have increasingly used Florida's relatively shallow waters, the rule has become antiquated and ineffective for protection of marine resources from scouring and turbidity. Certainly, it will not be effective to minimize the impacts of scouring and turbidity from vessels of the size authorized and expected to use this dock. The so-called one-foot rule also does not differentiate between types of sediments. There is a "hole" approximately under and just west of the northernmost 60 feet of the proposed terminal platform; the hole also extends to the north beyond the proposed terminal platform. The water in the "hole" is approximately 8 feet deeper than the surrounding areas. The "hole" has been there for years. It could have been caused by dredging back in the 1940s. It also is just west of where a previous dock was located and could have been caused by prop-dredging (or perhaps by a paddlewheel, which used the mid-1960s). The "hole" is a silt trap. There is approximately 5 feet of silt in the bottom of the "hole." The sediment in the hole consists of very fine particles of muck and silt, with some decomposing drift algae. The silts in the "hole" probably come from the Earman River, which drains urbanized areas of North Palm Beach and discharges into the Lake Worth Lagoon just across the Lagoon from the site. There are no seagrasses in the "hole." Neither CZR nor DEP knew the "hole" was there. CZR did not identify it on its biological survey. Simmons provided no analysis of the sediments in the hole or in the mooring area of the proposed dock. DEP provided no analysis or testimony of the effect of the sediments in the "hole" on turbidity and water quality. Silts and muck cause turbidity, which is a measure of water clarity. Re-suspended mucks and silts can impact seagrasses by reducing light penetration through the water and by settling on their leaves. Silts stirred up from the operation of tugboats and large boats at the end of the proposed dock could settle on the grasses under the 4-foot grated area and negatively impact the very seagrasses that DEP was trying to protect. Once re-suspended, sediments can persist in the water column for 20-40 minutes, depending on the currents. A knot or two of current can suspend silts for half an hour and transport them a mile away. On an incoming tide, such a current could transport re-suspended sediments toward and into MacArthur State Park, just 1,100 feet away. To determine the extent of degradation of the turbidity standard in the OFW of the State Park, DEP would have to know the background turbidity in the Park. Neither Simmons nor DEP did a hydrographic survey or any other analysis of the project for its effect on the OFW. Farther west of the proposed terminal platform, the bottom rises out of the "hole" to a depth of 8-9 feet. Starting there, and extending west all the way to the edge of the ICW, there is sparse but continuous Paddle Grass (Halophila decipiens). Allison Holzhausen, an environmental analyst with Palm Beach County, has run transects throughout the area of Lake Worth Lagoon between the proposed terminal platform and the ICW and has not found any place in that area where seagrasses did not grow. Water depths in this area do not exceed approximately 14 feet. Depending on water clarity, Paddle Grass can grow in deep waters and have been found in water up to 25 meters deep in the Atlantic Ocean off Palm Beach County. CZR provided no biological survey of the seagrass communities west of the mooring area, nor did it analyze the resources or do a bathymetric survey of the area between the proposed dock and Simmons's dock on the mainland west of the ICW. This information would be needed to determine whether the operation of Simmons's boat to and from the dock on a continuing basis would impact seagrasses and to locate the best place for a channel. If the proposed dock were shortened by 35 feet, as Simmons has suggested to avoid having to obtain consent of use, the terminal platform and mooring areas would be directly over lush seagrass beds. In addition, the water there would be just 6.4 feet, or less, at MLW (mean low water); there was no evidence of detailed bathymetric information in the area. Depths would be even lower at low, low (spring) tides. Several witnesses testified that the 7.4 foot depth in the area indicated on Sheet 3 of 5 of the Plan View in Simmon's application was at MLW. But Sheet 3 of 5 indicates that "datum is NGVD," meaning the National Geodetic Vertical Datum of 1929, and Sheet 4 of 5 of the Plan View indicates that MLW is approximately a foot less than NGVD. Impacts on seagrasses from scouring and turbidity would be even greater if the proposed dock is shortened by 35 feet. Secondary Impacts of Wetland Fill When DEP gave notice of intent to issue the Permit, it was operating under the assumption and promise that there would be "no discharge" of wastewater on Little Munyon Island. Under the proposed "Auto-Flash" wastewater system, the only effluent would be solid "sludge," which would be removed from the island twice a year. This assumption continued into final hearing. On August 7, 2001--after the permit was issued, and just a couple of weeks before final hearing--Simmons proposed a different type of wastewater treatment system that would spray-irrigate treated wastewater. The new proposed system would provide aerobic and anaerobic treatment, filter the effluent, chlorinate it, and then spray it at a rate of up to 1,040 gallons per day onto the surface of the Little Munyon Island within approximately 50 feet of the water's edge. In effect, Simmons went back to his original proposal for a "waste water treatment/treatment by small on- site package plant not septic tank . . . water for irrigation and toilets will be re-used onsite treated wastewater." This system was rejected by DEP in its denial of November 4, 2000, because it lacked information on the facility and whether there would be a discharge. DEP's engineers did not review the system again after August 7, 2001. The disposal of treated effluent from the onsite sewage treatment plant raises legitimate concerns over the potential of the proposed utilities to impact surface waters. Simmons's engineer, John Potts, conceded that there will be nutrients in the wastewater. Nutrients from wastewater can cause algae to grow, which affects the health of seagrasses. Potts was unable to provide detail as to the amount of nutrients and other constituents of the wastewater. DEP's experts were not familiar with the criteria for reuse of treated effluent. DEP did not know the transmissivity of the fill and could not say whether treated effluent sprayed on the island would percolate through the fill and run into the Lagoon across the top of the rock strata on the island. Potts did not know how stormwater would be handled on the island; a proposed stormwater system has yet to be designed. For that reason, Potts could not say whether the sprayed treated effluent could reach the Lake Worth Lagoon. DEP also did not know how stormwater was proposed to be treated on site. The solar power system proposed in the Little Munyon Island Power and Sewage Plan would only produce only 31 kW of power and provide 19 percent of the complex's power and at peak times, not the 90 percent estimated by Simmons's consultants. In effect, the propane generator was not a "backup," as suggested, but the main power source for the house and utilities and only source of power for the wastewater treatment system, since the generator must be running to provide waste heat for the wastewater system to work. Instead of two available sources of electrical power for the wastewater treatment system in case one failed, there is really only one, the propane generator. The lack of any backup for the sewage treatment system increases its potential to fail and adversely affect surface water quality and the marine environment of the Lake Worth Lagoon. DEP did not analyze stormwater or the discharge of treated wastewater and its effect on surrounding waters, stating: "Typically we don't review storm water for single family residences." But Simmons's proposed project is not a typical single family residence. In rebuttal, Simmons put on evidence that there would be approximately 14,800 square feet between the retaining wall and the 50-foot setback line and that the depth of 1,000 gallons of sprayed treated wastewater would be only one-tenth of an inch if sprayed equally over that entire area. Evapotranspiration alone would account for the entire 1,000 gallons, according to the Basis of Review of the South Florida Water Management District. But the evidence was not clear as to how much of the 14,800 square feet between the retaining wall and the 50-foot setback would be available for spray irrigation. The weight of the evidence was that Simmons failed to provide reasonable assurances that the disposal of wastewater on the island will not have adverse impacts on the marine resources of the Lake Worth Lagoon unless a specific conditions were added to the permit: that a properly designed and constructed stormwater system be established prior to operation of the sewage treatment facility; and that backup systems and emergency procedures be established in the event of any failure of the main system.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Environmental Protection enter a final order denying the application of Robert Simmons, Jr., for an ERP and Consent of Use for his proposed docking facility. DONE AND ENTERED this 16th day of November, 2001, in Tallahassee, Leon County, Florida. Hearings Hearings ___________________________________ J. LAWRENCE JOHNSTON Administrative Law Judge Division of Administrative 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 this 16th day of November, 2001. COPIES FURNISHED: Ernest A. Cox, Esquire Gunster, Yoakley & Stewart, P.A. 777 South Flagler Drive Suite 500E West Palm Beach, Florida 33401-6161 Francine M. Ffolkes, Esquire Department of Environmental Protection 3900 Commonwealth Boulevard The Douglas Building, Mail Station 35 Tallahassee, Florida 32399-3000 Rod Tennyson, Esquire 1801 Australian Avenue, Suite 101 West Palm Beach, Florida 33409 Terrell K. Arline, Esquire 1000 Friends of Florida, Inc. 926 East Park Avenue Tallahassee, Florida 32301 Kathy C. Carter, Agency Clerk Office of General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard, Mail Station 35 Tallahassee, Florida 32399-3000 Teri L. Donaldson, General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard, Mail Station 35 Tallahassee, Florida 32399-3000
Findings Of Fact D.S.I. Forms, Inc. is a for-profit corporation with facilities in Palatka, Florida. It is the owner of a river- front house known as the "DSI Lodge," which is the location of the boat dock at issue here. The DSI Lodge has an existing boat dock similar to those of other waterfront homes in the area along this section of St. Johns River, which is a Class III Florida Water.1 The area is predominantly single family residential, but is not so restricted by zoning ordinance. The DSI Lodge is used as a weekend and holiday retreat by the owner of D.S.I. Forms, Inc., who resides in Atlanta, Georgia, and by his business and personal guests. Although the DSI Lodge has a business character, there is no charge to guests for using lodge or dock facilities. The proposed DSI dock extension would add a two-boat covered slip measuring 20 by 22 feet to the end of the existing dock. Since DSI only seeks mooring facilities for one additional boat,2 it has agreed with the Department of Natural Resources (DNR) to remove its inside boat slip. Although DNR was not a party to this proceeding, the Applicant's stated intent to remove a portion of the existing dock should be reflected in any permit issued by DER. The existing dock is approximately 700 square feet in surface area. With the application as now framed, the total surface area would exceed 1,100 square feet. However, with removal of the inside slip, the proposed dock area would apparently increase to less than 1,000 square feet, and thus may be exempt from DER permitting altogether.3 Petitioners presented a series of grievances concerning use of the DSI Lodge by inconsiderate guests. These complaints included discharging a rifle and fireworks, high speed operation of power boats adjacent to the river's edge (bulkhead) and congestion of boating activity resulting from numerous guests using the DSI facilities during holiday periods. The careless or congested boating activity may affect the quality of life for DSI Lodge neighbors and endanger wildlife such as manatee which sometimes inhabit these waters. However, it was not shown that the proposed dock extension would affect these environmental considerations since D.S.I. Forms, Inc. already owns and operates the boat which would be accommodated by the additional slip (see footnote 2 above). Further, the testimony of the DER field representative established that the presence of the extended dock, as well as its construction, would not degrade water quality.
Recommendation From the foregoing, it is RECOMMENDED that the Department of Environmental Regulation enter a final order issuing the proposed permit to D.S.I. Forms, Inc. with an added condition requiring removal of the existing inside boat-slip. DONE and ENTERED this 26th day of July, 1985 in Tallahassee, Florida. R. T. CARPENTER, Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 26th day of July, 1985.
Findings Of Fact By application (Exhibit 1) dated September 15, 1978, WCMI requested a permit to dredge approximately 740 cubic yards of sovereign bottom lands in Snook Bay adjacent to upland property owned by applicant. At the same time applicant requested a lease of some 0.98 acres of submerged sovereign land, containing the area to be dredged, for the purpose of constructing a marina with docking facilities over the leased property. Following receipt of all requested information from applicant, plus objections from adjacent land owners, DNR, as the state agency acting on behalf of the Trustees Internal Improvement Trust Fund (TIITF) , held a public hearing in Naples, Florida on April 25, 1979. The Hearing Officer submitted a report following this hearing in which he recommended the lease be granted (Exhibit 4). After review DNR staff recommended granting the lease and before the Trustees took action, Petitioner requested this hearing. In the interim DER reviewed the application for a dredge and fill permit and, following a preliminary investigation, advised WCMI of its intent to deny the permit (Exhibit 8). At informal conferences with DER, WCMI revised its application to commence the dredging 25 feet from the existing seawall, reduce the amount of material to be dredged to 349 cubic yards and to move the floating dock sections further from the seawall. This revised application (Exhibit 10) was submitted to DER and, after review, DER on November 13, 1979 (Exhibit 11) issued its notice of intent to grant the requested permit. Petitioner then requested this hearing to contest the granting of this permit. The Isles of Capri was developed into a waterfront homesite project by bulkheading, dredging and filling a pristine mangrove area to provide the homesites now occupied by members of Petitioner. This project destroyed the ecosystem as it existed before the development. The area which is here proposed for lease and for a permit to dredge some 349 cubic yards therefrom is located in the originally disturbed area. Most of the homes on the Isles of Capri are built on waterfront lots and most homeowners have docks and boats. Fishing is generally considered good off the docks and in surrounding waters. The proposed marina is located in Snook Bay, a relatively small cul-de-sac-like area. On the dead end of Snook Bay, which is adjacent to the proposed marina, mangroves have been planted and the area designated as a park. Since these mangroves are rat infested, the park concept has not received general acceptance. However, the proposed marina will not adversely affect this park. Apart from the ecological problems that will allegedly be created by the leasing of the property and the dredging thereon, petitioner alleges the project will interfere with other "rights" of the homeowners of the Isles of Capri. Although this Hearing Officer has considerable doubts as to the validity of these alleged rights, the facts presented relating thereto will be first considered. WCMI owns the uplands adjacent to this submerged land and this land is zoned General Retail Commercial, which includes use as a proposed marina. Use as a marina would create less additional vehicular traffic than would any of the other 12 uses considered most likely for this land. (Testimony of Barr) The proposed marina will provide wet dock space for 32 boats and dry storage for 116 boats in sheds with the boats stacked three-high. No ramps will be provided and boats will be launched and picked up by use of a forklift at the concrete seawall. Parking space for 54 vehicles will be provided. This parking space complies with local requirements, as does WCMI's proposed construction. Collier County and the area of Collier County in the vicinity of Isles of Capri is an area of rapidly increasing population. A need for some six additional marinas has been recognized by Collier County authorities. Numerous witnesses opposed the use of WCMI property as a marina because: They do not think the site is suitable for a marina, and a much smaller marina would be preferred. Installation of a marina would increase boat traffic, thereby increasing the risk of boat collisions, increase wake action which might damage seawalls, disrupt the peace and quiet now enjoyed by these residents, and increase the possibility of boats striking manatees. Property values in the vicinity of the proposed marina and elsewhere in the Isles of Capri might decline. Operation of a marina would increase the noise level, thereby disturbing occupants of residences closest to the proposed marina. Vehicular traffic would be greatly increased on the Isles of Capri once the marina commences operation. Most of these objections are beyond the jurisdiction of this tribunal. This property has been zoned for the use proposed and if this use is inappropriate, the proper recourse is with the local zoning authorities. The credible evidence submitted is that the operation of the marina would increase boat traffic in and out of Snook Bay some 20 round-trips per day and this increase will create and insignificant additional risk of collision with other boats or with the occasional manatee that is sighted. While most of this traffic will use the deeper channel that follows the seawalls and boat docks of residents, an alternate channel is available for use by boaters with local knowledge of its characteristics. Even if all traffic used the deeper channel, no serious hazard to navigation would thereby result. No credible evidence was presented that the increased boat traffic caused by the marina would increase the damage to a properly constructed seawall. Navigation of these waters is a right to be jealously guarded. If wave damage results, local authorities have jurisdiction to establish speed or wake restrictions. Furthermore, the more credible evidence presented was that at the Isles of Capri more subsidence of soil behind the seawalls is caused by tidal action than by wake action. No credible evidence was presented that the operation of the proposed marina would decrease property values. Even if this could be shown, such a use would be consistent with the usage for which this property is zoned. There are two marinas across the street from WCMI's proposed marina and no evidence was presented that the operation of ties smaller marinas affected property values. The uncontradicted evidence that was submitted was that property values on the Isles of Capri have increased at a rate as great as, if not greater than, land values elsewhere in Collier County. The roads on Isles of Capri are presently operating far below capacity and the additional traffic expected to be generated by the proposed marina will have no significant impact on these roads, nor will the construction of the marina create any vehicular safety problems. Petitioner's contention that the construction and operation of the marina will create additional pollution because of septic tank, oils and greases, and water runoff from impervious surfaces is not well-placed. It is not well-placed in the first instance because this is not the proper forum in which to air these complaints. Local health and safety ordinances regulate the installation of septic tanks, installation of fueling facilities and retention of water falling on the property. Secondly, the evidence presented here is that WCMI will comply with all regulations regarding septic tanks, no live-aboard boats will be moored at the marina other than temporarily for fuel or supplies, fuel tanks will be underground on the upland area, provided with proper protection and insulation, and the fuel will be dispensed by hose from the fueling dock by experienced personnel. WCMI will provide containment booms and retrieving material to take care of the accidental spill that might occur. Collier County Ordinance requires the first 1-inch of rainfall be retained on the property and WCMI will comply with this requirement. From the testimony of the numerous residents who testified, the primary concern of most of those who object to the proposed installation is that "their" waters will become more available to people living elsewhere and this will somehow detract from the use and enjoyment of those waters by these residents. If access to the Isles of Capri is facilitated for people living elsewhere by the installation of this marina, these waters will become more crowded, resulting in less fish per resident, and this aquatic preserve will become less private and more available to the general public. These residents purchased their homesites because of the waterfront characteristics and the quietness and solitude of the area. Facilitating access by nonresidents will necessitate sharing these waters with these nonresidents, thereby detracting from the enjoyment residents hoped to retain undiminished forever. The allegations of Petitioner that merit the most serious consideration in both of these applications of WCMI involves those relating to the ecosystem. Petitioner contends that the proposed dredging will adversely affect the ecosystem and this requires denial of the dredge-and-fill permit. Without the permit the lease would be useless. Petitioner also contends the granting of the lease would be contrary to the public interest. WCMI's original application was to dredge from the seawall seaward some 60 feet until the desired depth contour was reached. Also, floating concrete docks would be adjacent to the seawall for berthing sites. When an inspection of the area disclosed the bottom grasses were heaviest from the seawall out to about 30 feet, the applicant was issued the Notice of Intent to Deny by DER because of these bottom grasses and the shading that would be caused by the floating docks. WCMI then proposed to do no dredging for the first 25 feet from the seawall, except for two areas 30 feet and 36 feet wide needed to launch boats, and also to move the floating docks 25 feet from the seawall so as not to shade the grassy areas. As noted above, the site under consideration was severely disturbed by the initial dredging which destroyed the original grassbeds at this site. Some of these grasses have now returned but the coverage is sparse and patchy. From the seawall out to about 30 feet the grass is Cuban shoalweed and manatee grass. Respondent's investigations and studies revealed only these two grasses. Petitioner's biologist who performed studies similar to those done by Respondent found halophila in the deeper waters (up to five feet) extending out as far as 60 feet from the seawall. Halophila is a more ephemeral grass that grows in deeper depths than Cuban shoalweed and manatee grass and is often found in previously dredged areas. The area proposed for dredging comprises some 1200 square meters, and seagrasses cover about one-fourth of the dredge area. Sample cores taken by Petitioner's expert in October while the more luxuriant summer growth predominated showed some 1600 blades of grass per square meter, while the winter sample taken by WCMI expert showed 467 blades per meter. In the 320 square meters of seagrasses in the area a total biomass of invertebrates was found to be 17 pounds. Using generally accepted conversion rates and invertebrate reproduction cycles to convert this biomass to fish, this weight of invertebrate biomass could be converted into between 2 and 10 pounds of fish annually. Removal of the seagrasses will remove feeding grounds and hiding areas for some types of aquatic animals and also take away the type of fish that inhabit such areas. On the other hand, the piling and other docking structures that will be installed will attract sessile organisms such as oysters, barnacles, etc. which currently attach themselves to rocks and mangrove roots in the vicinity. The biomass or weight of these organisms is likely to equal or exceed those to be lost by dredging away the seagrasses. The different types of fish will be attracted to the area where the shellfish and other attaching animals congregate than will be attracted to grassy bottoms, the change is not significant from a quality or quantity of fish point of view. The area to be dredged is an area that has partially recovered from its earlier destruction and there is no reason to believe a similar recovery will not recur after the dredging here proposed is completed. No evidence was presented that a collision between a boat and a manatee has ever occurred in the waters in the vicinity of the Isles of Capri. Any conclusion that such an incident is likely to occur because of increased boat traffic when the proposed marina is in operation would be sheer speculation. Furthermore, Collier County does not contain any of those designated waters wherein special manatee protection rules are to be set up. Nor is Snook Bay one of those areas where a concentration of manatees is likely to occur.
Findings Of Fact The Application On or about November 8, 1994, Raymond and Nancy Swart, Trustees, applied for a permit to construct a private multislip dock facility at their property on Little Sarasota Bay in Sarasota County, DEP File No. 5826007043. As proposed, the dock would consist of: 237' of five foot wide access pier; a terminal dock 45' long and 5.5' wide; and eight finger piers 20' long and three feet wide. All of the structures were proposed to be three feet above mean high water (MHW). Normal construction procedures would be used to "jet" pilings into place, including the use of turbidity screens. As proposed, the dock would provide nine slips for the use of the owners of the nine lots in the Swarts' subdivided property, known as Sunset Place. There would be no live-aboards allowed, and there would be no fueling facilities, sewage pump-out facilities or any other boating supplies or services provided on or at the dock. Under the proposal, verti-lifts would be constructed for all of the slips at a later date. (When boat owners use verti- lifts, there is less need to paint boat bottoms with toxic anti-fouling paint.) As part of the application, the Swarts offered to grant a conservation easement encumbering approximately 400' of shoreline. The Intent to Issue Because Little Sarasota Bay is designated as an Outstanding Florida Water (OFW), and because of concerns regarding the maintenance of its environmental quality, the DEP required that the Swarts submit additional information for review in connection with their application. Specifically, the DEP wanted them to perform a hydrographic study to assure adequate flushing at the site and a bathymetric survey to assure adequate water depths and minimal impacts on seagrasses. After review of the additional information, the DEP gave notice of its Intent to Issue the permit, with certain modifications and conditions. The Intent to Issue would require that the "most landward access pier . . . be extended an additional 15 feet to avoid the mooring of watercraft within seagrasses." It also would require the decking of the main access pier (155' long), which would cross seagrass beds, be elevated to a minimum of five feet above mean high water (MHW). (This would reduce shading and minimize impacts on the seagrasses.) The Intent to Issue included specific measures for the protection of manatees during and after construction. The Intent to Issue specifically prohibited hull cleaning, painting or other external maintenance at the facility. The Intent to Issue specified the width of the 400' long conservation easement (30', for an area of approximately 0.27 acres) and required the Swarts to "plant a minimum of 50 planting units of Spartina patens and 50 planting units of Spartina alterniflora at appropriate elevations imediately waterward of the revetment along the northern portion of the property . . . concurrrent with the construction of the permitted structure." It specified planting procedures and included success criteria for the plantings (an 85 percent survival rate). The Objection On or about March 30, 1995, Raymond and Norma Komarek, the owners of property next to the Swart property, objected in writing to the "magnitude" of the proposed dock facility. They complained that the proposed dock facility "will not enhance anyone's view, but it will create disturbance with noise, night lights, wash and erosion on shore, even possible pollution from up to 35 foot boats." They continued: "We prefer not to live next to a Marina. This appears to be a commercial venture tied to the sale of real estate and/or houses . . .." They conceded that their concerns for manatees had been addressed, but they raised questions regarding the impact on commercial fishermen running crab trap lines, scullers, jet skis, and water skiers. They objected to restrictions on "one's personal rights to use the water by obstruction of navigable waters." They also alleged that the proposed dock facility would be a navigation hazard, especially in fog. The Komareks suggest that the three exempt 125' docks to which the Swarts are entitled under Sarasota County regulations, with the two boats allegedly allowed at each, should be adequate and are all the Swarts should be allowed. The Komareks' objections conclude by questioning the alleged results of alleged "turbidity tests" showing that there is "good action" (apparently on the ground that they believe Little Sarasota Bay has "declined") and by expressing concern about the cumulative impact of future dock facilities if granting the Swart application sets a precedent. The Komareks' Evidence The Komareks were able to present little admissible evidence at the final hearing in support of their objections. Much of the environmental evidence they attempted to introduce was hearsay. Moreover, at best, most of it concerned Little Sarasota Bay in general, as opposed to the specific location of the proposed docking facility. The alleged "turbidity tests" called into question in the Komareks' objection apparently refer to the hydrographic study done at the request of the DEP. The evidence the Komareks attempted to utilize on this issue apparently were the kind of general information about Little Sarasota Bay on which the DEP had relied in requesting the hydrographic study. There was no other evidence presented to contradict the results of the Swart study. While the proposed dock facility would project into the view from the Komarek property looking towards the north (and from the property of the neighbors to the north looking towards the south), there was no other evidence that the proposed dock facility "will create disturbance with noise, night lights, wash and erosion on shore . . .." "[P]ollution from up to 35 foot boats" is "possible," but there was no evidence that pollution is probable or, if it occurred, that the kind and amount of pollution would be environmentally significant. The application clearly is a "commercial venture tied to the sale of real estate and/or houses . . .." But the use of the dock facility would be personal to the owners of lots in Sunset Place; the use would not be public. The Komareks presented no evidence "regarding the impact of the dock facility on commercial fishermen running crab trap lines, scullers, jet skis, and water skiers." Clearly, the dock facility would extend approximately 250' into Little Sarasota Bay. But there was no other evidence either that it would restrict "one's personal rights to use the water by obstruction of navigable waters" or that it would be a navigation hazard. (There was no evidence to support the suggestion made at final hearing that an access dock built five feet above MHW would be a dangerous "attractive nuisance" or that it would be more hazardous than one built three feet above MHW.) Evidence Supporting DEP Intent to Issue Very little pollution can be expected from the actual construction of the dock facility. Primarily, there is the potential for temporary turbidity during construction; but the use of turbidity screens will help minimize this temporary impact. The conditions volunteered in the Swart application, together with modification and additional conditions imposed by the DEP Intent to Issue, limit other potential pollutant sources to oil and gas spillage from the boats using the dock facility. The Swarts' hydrographic study demonstrates that, notwithstanding relatively poor circulation in the general area of Little Sarasota Bay in which the proposed dock facility is located, there is adequate flushing at and in the immediate vicinity of the proposed facility, at least to the limited extent to which pollutants may be expected to be introduced into Little Sarasota Bay from construction activities and use of the facility with the conditions volunteered in the Swart application and imposed by the DEP Intent to Issue. A primary goal of the Komareks' objection is to "downsize" their neighbors' proposed dock facility. They object to its length and its height above MHW. Presumably, they believe that "downsizing" the Swart dock facility would improve their view. If it could not be "downsized," they would prefer that the Swart application be denied in its entirety and that three exempt docks, accommodating two boats each, be built in place of the proposed facility. Ironically, the evidence was that if the Komareks' primary goal is realized, more environmental harm would result. The evidence was that a shorter, lower dock would do more harm to seagrasses, and three exempt docks (even if limited to two boats each) would have approximately three times the environmental impact. Indeed, based on environmental considerations, the DEP Intent to Issue required the Swarts to lengthen the access dock proposed in their application by 15 feet and elevate it by two feet. Lengthening the access dock would move the part of the facility where boats would be moored to deeper water with fewer seagrasses. In that way, fewer seagrasses would be impacted by construction, fewer would be shaded by the mooring of boats, and fewer would be subject to the risk of prop scarring. In addition, the risk of scarring would be reduced to the extent that the water was deeper in the mooring area. Finally, DEP studies have shown that elevating the access dock would reduce shading impact on seagrasses under and adjacent to the dock. Besides having more than three times the environmental impact, exempt docks would have none of the conditions included in the DEP Intent to Issue. Verti-lifts would not be required. Methods of construction would not be regulated by the DEP. Measures for the protection of manatees, before and after construction, would not have to be taken. Hull cleaning, painting or other external maintenance would not be prohibited. Live-aboards, fueling facilities, sewage pump-out facilities and other boating supplies and services would not be prohibited (although County regulation may prohibit some of these activities). Finally, there would be no conservation easement and no planting of seagrasses. The Komareks suggest that County regulation may prohibit construction in accordance with the DEP Intent to Issue. But that would be a question for the County to determine in its own proceedings. All things considered, the DEP Intent to Issue is clearly in the public interest.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is recommended that the Department of Environmental Protection enter a Final Order granting the application of Raymond and Nancy Swart, Trustees, (the Swarts) for a permit to construct a private multislip dock facility at their property on Little Sarasota Bay in Sarasota County, DEP File No. 5826007043, with the modifications and conditions set out in the Notice of Intent. RECOMMENDED this 29th day of September, 1995, in Tallahassee, Florida. J. LAWRENCE JOHNSTON Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 29th day of September, 1995.
Findings Of Fact Ramchandra Jakhotia and Rashmi Jakhotia, his wife, acquired the King Cole Motel at 401 East Shore Drive, Clearwater, Florida in 1983 and have owned the property since that time. At the time of acquisition and for some time prior thereto the property included a commercial marina with 22 slips. In 1985 the City of Clearwater revised its Development Code effective October 13, 1985 and, incident thereto, effective July 7, 1988, enacted Section 114.05, Live-Aboard Vessels as Ordinance 4597, Clearwater City Code. That enactment provided, in part, that: Prohibited; exceptions: It shall be unlawful for any person to moor any live-aboard vessel at any location within or upon the navigable waters in the City for any period of time in excess of seventy-two (72) hours, except as follows: At a marina facility for which conditional use approval has been obtained, or a marina facility in existence as of October 13, 1985 for which conditional use approval would otherwise be required;... In January 1986 a survey was taken of all marinas within the City of Clearwater to determine the number of live aboard vessels coming within the purview of the revised Development Code. At this survey eight live aboard vessels were occupying berths at the King Cole Motel marina and this was the number determined to be grandfathered for which no conditional use approval would be required. In 1988 King Cole Motel applied for conditional authorization to utilize 14 additional berths for live aboard vessels. This conditional use was approved subject to the applicant installing a pump-out facility and meeting the parking requirements. Although the parking requirements for a commercial marina, i.e., 0.5 parking space per slip, is the same as the parking requirement at marinas for live aboard vessels, the latter generally place a greater demand on parking spaces than does non-live aboard vessels. To change the approved use from commercial marina without live aboards to live aboards is a change in the use and requires conditional use approval. Before conditional use approval can be granted the applicant must comply with all code requirements, such as required parking spaces, at the time of the change in use. At the time Appellant acquired the King Cole Motel the 22 commercial slips were grandfathered as an authorized use without any parking being provided. Accordingly, as a 22-slip commercial marina Appellant did not have to provide parking. When the eight slips used for live aboards were counted in 1986 they too were grandfathered in without the need for parking spaces. However, when Appellant applied in 1988 for authorization to use 14 other slips for live aboard vessels, the code required the applicant to provide seven parking spaces. To his credit Appellant obtained the use of seven parking spaces down the road from the marina but those spaces were not contiguous to Appellants' marina as required by the code. Therefore, Appellants' use of the additional slips for live aboards did not meet the parking requirement in his conditional use approval. In 1992 Appellant applied for a variance of the seven parking spaces required to allow the use of these additional slips by live aboard vessels. This hearing was held before the Development Code Adjustment Board on February 11, 1993 and it is from the denial of this variance that this appeal is taken. The Board denied the variance requested because the Appellant failed to demonstrate that the standards established by Section 45.24 Land Development Code were met. In these proceedings Appellant presented no additional evidence to support the variances requested than was submitted to the Board.
Findings Of Fact Sunset Company of Wilton, Incorporated, is the record title owner of a parcel of real property in Government Lot 1, Section 5, Township 66 South, Range 33 East, on Crawl Key No. 3 also known as Fat Deer Key, Monroe County, Florida. A portion of that parcel has been conveyed by Sunset Company to Whaler's Plaza, Incorporated, although that deed may not have been recorded. Petitioner Fred Roth owns and controls both corporations and exerts ownership and control over the entire parcel. The submerged lands in Tarpon Creek which are waterward of the line of mean high water contiguous to the parcel are sovereignty submerged lands. Roth received "major development" approval from Monroe County to develop the parcel by constructing a commercial/retail development known as "Whaler's Plaza.' The major development plan submitted to and approved by Monroe County includes a docking facility. In 1979 Roth filed an application with the Florida Department of Environmental Regulation for a private dock facility at Whaler's Plaza. The Department of Environmental Regulation approved that application and issued to Roth Permit/Certification No. 44-18542-5E. Roth never constructed that docking facility, and the permit expired on August 1, 1980. One of the agencies involved in reviewing that permit application was the Respondent. On June 26, 1979, Respondent notified Roth that upon review of the application in DER File No. 44-18542-5E, it had determined that the submerged lands were state-owned but that no lease agreement with Respondent would be required. After Permit No. 44-18542-5E expired on August 1, 1980, the Department of Environmental Regulation directed a letter to Petitioner advising him that the permit had expired and further advising him that if he wished to pursue the project he would have to obtain a new permit. in October 1983 Roth sought new authorization from the Department of Environmental Regulation and Respondent to construct a docking facility at Whaler's Plaza. His application was assigned DER File No. 440774875. On December 29, 1983, Respondent notified Roth that a lease would be required for the use of state-owned lands contiguous to Whaler's Plaza, relative to DER File No. 440774875. Respondent's rules changed in 1982 so that Roth's docking facility would be required to meet new criteria. The docking facility proposed by Roth in 1983 was similar to the docking facility proposed in 1979. The 1983 proposed modified docking facility was still represented to the Department of Environmental Regulation to be a private boat dock. The Department of Environmental Regulation issued an intent to deny the 1983 application under its then-existing rules, and Roth requested a formal hearing on that preliminary denial. Before a final hearing could be conducted, Roth again modified the proposed docking facility so that he qualified for a dredge and fill permit exemption from DER, so that no DER permit was needed for his project. A final order was entered by the Department of Environmental Regulation on August 27, 1985. While Roth's 1983 application was pending before the Department of Environmental Regulation, Roth was processing his application with Respondent for a submerged land lease for the docking facility. The documents he filed with Respondent, however, indicated that the docking facility was not intended to be a private dock but rather was a dock related to the commercial development at Whaler's Plaza. Roth represented to Respondent that the proposed docking facility would be for the convenience of patrons of the stores and restaurant at Whaler's Plaza and for his own personal use. Specifically, on June 3, 1985, Roth directed a letter to Respondent pursuant to Respondent's request for additional information. He described the Whaler's Plaza docking facility as follows: The wood dock will be used for arriving and departing customers of the restaurant and stores and my own personal use. The upland land use and activities of the property--will be developed into a shopping center. At the present time, the first phase is completed which is a one-story building containing four units, housing six retail stores, plus offices. The next phase will consist of three more buildings having five units each, 1,0000 [sic] sq. ft. each unit which will be for retail stores and offices, and the final phase will be a 200 seat restaurant, a miniature [sic] petting zoo and possibly a miniature golf course. ... 70 percent of the slips will be open to the general public for their convenience In patronizing the restaurant and stores; the remaining 30 percent of the slips will be for my own personal use. Roth never completed the lease application he filed with Respondent, and he failed to obtain approval for the use of the sovereignty submerged lands preempted by the docking facility proposed in DER File No. 440774875. Eventually, his pending application with Respondent was deactivated, and the file was closed. In late 1986, Roth initiated construction of his docking facility on sovereignty submerged lands, and he caused 30 pilings with cross-bracing to be placed into the submerged lands. On September 1, 1986, Grant Gelhardt, one of Respondent's enforcement officers, discovered the dock being constructed and verbally instructed Roth, through Mrs. Roth, to immediately cease construction activity. No further construction has taken place. Despite the verbal notification, a subsequent warning notice sent by certified mail, and Respondent's Notice of Violation and Order for Corrective Action, Roth has failed to remove the pilings and/or to take corrective measures regarding the partially completed docking facility. Roth has allowed vessels to be moored at the partially completed docking facility, has moored his own vessels at the partially completed docking facility, and has failed to prevent other persons from mooring at the partially completed docking facility. Roth's actions have resulted in damage to a benthic seagrass community on the adjacent sovereignty submerged lands over which Roth's partially completed docking facility is located, and over which vessels using the facility have been and would be moored. Those submerged lands constitute a benthic community of seagrass which supports various fauna and which would be adversely affected by completion and operation of the docking facility. The water depths in the area are shallow, with areas of less than -4 feet mean low water. The width of Tarpon Creek in the project area is approximately 100 feet. The length of the partially completed docking facility is approximately 150 feet. Although the dock extends parallel to the shore, the distance the dock extends into Tarpon Creek, as measured from the shoreline, is approximately 35 feet. Roth knowingly trespassed on sovereignty submerged lands by initiating construction of the docking facility, and he has willfully damaged those lands by drilling holes and placing pilings, and by allowing moored vessels to shade the seagrass. Although Roth ceased construction of the docking facility when told to stop, he has failed to attempt to resolve the violation, to remove the pilings, to seek an after-the-fact approval, or to cease all mooring of vessels on sovereignty submerged lands adjacent to the uplands, even subsequent to receiving the Notice of Violation and Order for Corrective Action. Respondent's June 26, 1979 letter to Roth authorized the activities described in DER Permit No. 44-18542-5E, for the period authorized by that permit. Roth knew that the DEP permit, and therefore Respondent's approval to engage in the activity authorized by that permit, had expired. Roth further knew that his new application filed in 1983, DER File No. 440774875, which was approved by DER after Roth further modified it in order to qualify for an exemption, did not exempt him from obtaining authorization from Respondent to use sovereignty submerged lands for the project and further knew that when he commenced construction of the docking facility in 1986 that he had not obtained approval from Respondent to use state-owned submerged lands. Roth offered no evidence to demonstrate any detrimental reliance upon the June 26, 1979, DNR letter, and the letter did not create a vested right for Roth to construct a different docking facility at a later time without authorization from Respondent. The uplands at the Whaler's Plaza commercial/retail development are owned by for-profit corporations which Roth controls and which derive income from the business and commercial activities at Whaler's Plaza. The docking facility intended primarily for the use of customers of Whaler's Plaza would therefore constitute a revenue generating/income related activity.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is, RECOMMENDED that a Final Order be entered requiring petitioner to: Remove the unauthorized structure within 20 days from the date on which the Final Order is entered and in accordance with Respondent's supervision of that removal; Immediately cease all mooring of vessels on sovereignty submerged lands adjacent to the uplands of the parcel known as Whaler's Plaza until authorized to use state-owned lands; and Pay a fine of $2500 within 15 days of receipt of a certified letter from the Executive Director of the Department of Natural Resources demanding payment to the internal improvement Trust Fund. DONE and RECOMMENDED this 31st day of October, 1988, at Tallahassee, Florida. LINDA M. RIGOT, 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 October, 1988. COPIES FURNISHED: David L. Manz, Esquire Post Office Box 177 Marathon Florida 33050 Ross S. Burnaman, Esquire Department of Natural Resources 3900 Commonwealth Boulevard Tallahassee, Florida 32303 Tom Gardner, Executive Director Department of Natural Resources 3900 Commonwealth Boulevard Tallahassee, Florida 32303
Findings Of Fact Petitioner is a private yacht club located on Lots 5-11 inclusive, Block D, Bayside No. 6, Unit A, 830 South Bayway Boulevard, Clearwater, Florida. Founded some five years ago, the club provides a wide array of boating and social functions for its membership. It sits on the north side of Bayway Boulevard and is approximately 50 feet east of Clearwater Pass Avenue. The property is rectangular shaped and has dimensions of approximately 420 feet by 120 feet. The widest portion of the property fronts Clearwater Harbor to the north and Bayway Boulevard on the south. The yacht club is situated within an area currently zoned by the City as CTF-28 (high density commercial-tourist). This District provides for a complete range of motel-hotel developments with a major emphasis on tourism. The primary permitted uses and structures within the CTF-28 District are combination hotel, motel, apartment and business buildings, apartment houses, townhouse developments and restaurants. A number of special exceptions to the permitted uses are authorized within a CTF-28 District. These include, inter alia, three types of marina facilities, namely, Type A (pleasure craft docking), Type B (launching ramp site, commercial) and Type C (private marina). The City has never classified Petitioner under any of these categories. Upon obtaining a Type C classification, a property owner may engage in 12 separate uses of the property as a matter of right, and a thirteenth upon obtaining specific Board approval. These include: (a) sales and service facilities, (b) boat slips (excluding covered boat slips or dry storage unless specific Board approval is obtained), (c) boat handling equipment, (d) boat and gear storage, (e) launching facilities, (f) fuel station, (g) lockers and sanitary facilities, (h) restaurant facilities (not advertised), (i) club house, (j) motel or boatel, (k) recreational facilities (not commercial), (l) park or picnic area, and (m) automobile parking. Petitioner now engages in all permitted activities except items (a), and (j). It does not wish to engage in the latter three uses even if the application is granted. All activities presently conducted are done so in a manner consistent with the requirements of the Zoning Ordinance. On the east side of Petitioner's property is a multi-story restaurant and lounge while to the west lies a 4-story condominium complex (Bayside 17). Directly across Bayway Boulevard and to the south are two high-rise condominium complexes, one of which is still under construction. Boat docking facilities are located on the waterfront throughout the area, including that of Petitioner and adjacent property owners. The area may be generally described as a combination of high density residential and commercial buildings and structures catering to the tourist or part-time resident. The proposed reclassification is compatible with the surrounding properties and the character of the land. Its uses fit within the general scheme of zoning for a CTF-28 District, and are consistent with the Land Use Plan. The chief concern of the adjacent property owners who testified is a fear that reclassification of the property will diminish the view of the water now enjoyed across the clear space on the west side of Petitioner's property. However, since no change in the use of the property will be made by virtue of reclassification, the existing view should not be impaired.
The Issue The issue in this case is whether Rule 18-20.004(5)(a)1, Florida Administrative Code, is an invalid exercise of delegated legislative authority.
Findings Of Fact 1. Rule 18-20.004(5)(a)1 provides: All docking facilities, whether for private residential single-family docks, private residential multi-slip docks, or commercial, industrial, or other revenue generating/income-related docks or public docks or piers, shall be subject to the following standards and criteria: no dock shall extend waterward of the mean or ordinary high water line more than 500 feet or 20 percent of the width of the waterbody at that particular location whichever is less; * * * Pursuant to stipulation, Petitioner has standing, a dock, and upland access to his property. The parties also stipulated that Petitioner's dock is limited by the 500-foot criterion, as the proposed dock extension would not exceed 20 percent of the width of the waterbody. Petitioner's upland property consists of a single family residence and is located adjacent to sovereign submerged lands located in the Gasparilla Island/Charlotte Harbor Aquatic Preserve. He has lawfully constructed a dock extending about 500 feet from the mean high water mark and into the waters of Charlotte Harbor. The consent of use granted Petitioner acknowledges the relative shallowness of the water adjacent to his property and correspondingly limits the draft of vessels to be moored to the dock. At mean low tide, the depth of the water at the end of Petitioner's dock is about two feet. Petitioner requested authorization to extend his dock waterward another 100 feet. On December 15, 1993, Respondents denied the request, in reliance upon the challenged rule and Section 258.42(3)(e)1, which allows the erection in an aquatic preserve of private residential docks for "reasonable ingress and egress of riparian owners." In a separate administrative proceeding, DOAH Case No. 94-2140, Petitioner is contesting the denial of his request to extend the dock. No single family docks in aquatic preserves extend over 500 feet into the water. In Charlotte Harbor, the average length of a single-family residential dock is 200 feet. Nearby Petitioner's dock is a 600-foot long public fishing pier, which was constructed before the subject 500-foot rule was promulgated. From mean high water waterward, the first habitat surrounding Petitioner's dock is an intertidal sand flat that extends about 100-150 waterward from shore. The next habitat is mostly unvegetated submerged bottom with patches of submerged aquatic vegetation that extends from the end of the intertidal sand flat to about 350-400 feet from shore. The vegetation of the latter habitat is mostly Cuban shoal grass, which occurs in no more than four patches of about 50 square feet, in an area measuring 25 feet in both directions from the dock. Last, extending from 350-400 feet waterward to the end of the dock, is a largely unvegetated area with sporadic pieces of attached algae. Unvegetated bottoms play no role in the propagation of fish or wildlife. The biological or scientific value of unvegetated bottoms is unaffected by a dock, although there is some evidence that toxic substances may leach from the construction materials and adversely impact nearby vegetation. However, the dredging caused by boat propellers scouring any form of submerged bottom suspends sediment that can be carried to areas of vegetated bottom, where the increase in turbidity may reduce the penetration of sunlight and thereby harm the aquatic vegetation. In the vicinity of Petitioner's dock, though, there is no evidence of significant prop dredging from recreational boating. The absence of submerged vegetation is more likely a feature of the high-energy shoreline where wave energy disrupts sediments and provides unsuitable habitat. In promulgating the predecessor to Rule 18- 20.004(5)(a)1, the Board of Trustees of the Internal Improvement Trust Fund attempted to balance interests that sometimes are competing, such as environmental, aesthetic, recreational, and private commercial. There was some concern that previously authorized docks in sovereign submerged lands had infringed upon the riparian access of adjacent upland owners. The 500-foot limitation was not in the original rule, which was promulgated in 1981, but was added by an amendment in 1985. The Board of Trustees of the Internal Improvement Trust Fund tried to set thresholds that would not result in the denial of more than a negligible number of dock applications, based on historic dock application data and predominant vessel lengths of under 27 feet. However, the record does not explain how the Board of Trustees of the Internal Improvement Trust Fund analyzed the above-described data so as to arrive at the 500-foot limitation now under challenge. Without providing more detail concerning the data and analysis, it is possible that a limitation of 100 feet or 900 feet would have satisfied the considerations stated in the preceding paragraph. Shallow water predominates in the aquatic preserves, and Board of Trustees of the Internal Improvement Trust Fund realized that a dock extending no more than 500 feet might not reach water depths that are readily navigable. The Board of Trustees of the Internal Improvement Trust Fund could not rationally adopt a rule to ensure minimum water depths for all docks, and chose the 500-foot limitation evidently to provide an easy-to-administer standard.
Findings Of Fact Upon consideration of the Joint Prehearing Stipulation, the following relevant facts are found: At all times material hereto, Pinnacle Port Community Association (hereinafter referred to as PPCA) has been a not- for-profit corporation created under Chapter 617 Florida Statutes, and was the association, as defined in Section 718.103(2), Florida Statutes, which operated the four separate condominiums which together constitute the Pinnacle Port Resort. The Pinnacle Port Resort is located in Bay County, Florida and consists of four separate residential condominiums, identified as Phases I-A, I-B, I-C, I-D, and together these condominiums have a combined total of 408 units. Although each of the above condominiums was created by a separate recorded declaration of condominium, the declarations are, in all respects material to this proceeding and for all time periods relevant hereto, identical to the declaration for Phase I-B received into evidence as Joint Exhibit I. The Pinnacle Port Condominiums are located on a pie- shaped parcel of property which is bordered by the Gulf of Mexico on the south and there is a large lake, known as Lake Powell, located a short distance to the north of the condominium property. Immediately to the west of the condominium property, on land owned by a third party, Avondale Mills Corporation, there is a narrow channel, known as Phillips Inlet, that connects the Gulf of Mexico to Lake Powell. Because of fluctuating water levels in the channel and tidal action which regularly causes some shifting of sand around the channel, the current inlet does not provide trustworthy year round navigation for use by recreational boats between Lake Powell and the Gulf of Mexico. During 1983, several individuals owning land adjacent to Lake Powell, including Avondale Mills Corporation and certain unit owners at Pinnacle Port, decided to work together to investigate the possibility of stabilizing the inlet in order to provide a year round navigable channel between Lake Powell and the Gulf of Mexico. In March of 1984, the above land owners formed a not- for-profit corporation, known as Lake Powell Improvement Corporation, and through individual financial contributions by the members of this corporation began developing plans and conducting studies on the feasibility of stabilizing the Phillips Inlet. In May of 1984, the board of directors of Respondent adopted a resolution supporting the efforts of the Lake Powell Improvement Corporation and a non-binding straw vote of Pinnacle Port unit owners was conducted by the board of directors. The results of this vote were 232 votes in favor, 32 votes opposed, 6 votes requesting additional information and 138 unit owners did not respond. A true and correct copy of the correspondence which was sent to unit owners and representative samples of ballots returned from unit owners was received into evidence as Joint Exhibit 3. On or about August 11, 1984, at a meeting of the Respondent association, a majority of the voting interests present at the meeting for each of the four Pinnacle Port Condominiums approved a resolution "to participate in the stabilization of Phillips Inlet at the cost of no more than an average of $700.00 per unit." The resolution, which would authorize assessments in a total amount of $285,600.00, was passed by a vote of 179 votes in favor, of which 108 votes were by proxy; 81 votes against, of which 36 votes were by proxy; and 2 abstentions. The association is comprised of 408 members entitled to vote, in person or by proxy, and at least 205 members must be present, in person or by proxy, at a meeting of the association to satisfy quorum requirements. As part of the above resolution, the unit owners were advised that up to 50% of the proposed assessment would be used to obtain governmental permits required prior to beginning construction activities to stabilize the inlet and 50% of the assessments collected, plus any remaining funds collected previously for permitting purposes, would be used later for construction of the stabilized inlet if the governmental permits were granted. Based on the August 1984 resolution, the association has assessed as a common expense approximately $142,000.00 from unit owners and has contributed approximately $110,792.00 of these funds to the Lake Powell Improvement Corporation. In addition, the association is currently holding approximately $14,823.00 as interest on the funds collected for the Phillips Inlet projects. The Respondent has no written or formal agreement with Lake Powell Improvement Corporation. The funds were contributed to that corporation with the understanding that they would be used to conduct environmental and engineering studies and take other similar steps to obtain governmental permits which are necessary as a prerequisite to constructing the stabilized inlet. Respondent alleges that all of the funds spent have either been paid to Lake Powell Improvement Corporation or to third parties performing professional services for that corporation and that these funds have in fact been used to conduct environmental studies and to take other steps to obtain the necessary governmental permits. The Petitioner and the Intervenors do not dispute this statement in this proceeding. If the necessary governmental permits can be obtained, Lake Powell Improvement Corporation intends to dredge a new channel adjacent to the existing channel at Phillips Inlet and located on property owned exclusively by Avondale Mills Inc. The exact location of the proposed channel on the Avondale Mills property has not yet been determined. The Respondent expects the channel to be located approximately as shown on the maps included in the joint-application filed with the various agencies which have jurisdiction to issue the necessary permits. A true and correct copy of this joint application was received into evidence as Joint Exhibit 2. In order to complete the proposed channel, it will be essential that permits be obtained from the Florida, Department of Natural Resources and the Florida Department of Environmental Regulation and the United States Army Corps of Engineers. Although Lake Powell Improvement Corporation filed a joint application with both the above agencies in October of 1985, the permits have neither been granted nor denied. At the time of the August 1984 resolution, and continuing to the present, the property upon which the stabilized --inlet is proposed to be constructed was not a common element for -any of the Pinnacle Port Condominiums and the Respondent-Association does not have any contractual or property interest, existing or contingent, in this property. Although no agreement has previously been entered into between the members of Lake Powell Improvement Corporation concerning the future maintenance of the proposed channel, it is contemplated that an agreement will be entered into prior to the actual construction of the channel. The Respondent further contemplates contributing up to one third of the cost of maintenance, contingent upon unit owner approval, through further assessments against the unit owners. If the governmental permits applied for are granted and the inlet is constructed and maintained to a depth and width as proposed in the permit applications, the Pinnacle Port unit owners and their guests with boats, either docked at the Respondent's pier or launched at the boat ramp in Lake Powell, will have convenient access to the Gulf of Mexico. There are no existing boat ramps, piers, or docks located along the Gulf of Mexico or Pinnacle Port property. The Pinnacle Port condominiums have a rental program which advertises and rents owner's units on both a short and long term basis for owners who so desire. At the present time, 240 units participate in this rental program and an unknown number of additional owners occasionally rent their units independently. Based on the evidence produced at the hearing and the testimony of Randall Clark Chandler, the following finding of fact is made: Although it is reasonable to expect that the planned stabilization of Phillips Inlet would provide recreational benefit to some unit owners and might help to make the units at the resort more marketable, factors affecting the relative costs and benefits of the project (such as, whether necessary governmental permits are granted; the amount of future assessments which will be imposed against units to pay for construction and maintenance costs of the inlet; the possible imposition of restrictions or restrictive convenants on the use of the inlet or the adjoining lands; the effect of the inlet on water quality; and future market conditions are speculative at this time and make it impossible to quantify the value of the stabilization project or even to conclude that the project will clearly or substantially benefit unit owners.
Recommendation Based upon the Findings of Fact and Conclusions of Law recited herein, it is RECOMMENDED that: (1) Respondent immediately cease and desist any further collection of assessments based on the August, 1984 resolution at issue herein and immediately obtain and refund to unit owners, on a pro rata basis, any monies in its possession which were previously collected under this assessment; (2) Respondent refund, on a pro rata basis, all interest on the funds previously collected for the Phillips Inlet project and; (3) Respondent, in the future, strictly comply with the provisions of Chapter 718, Florida Statutes and any future violations of the statutes at issue here shall be considered as a basis for aggravating civil penalties should administrative action be necessary in the future. Respectfully submitted and entered this 20th day of October, 1986, in Tallahassee, Leon County, Florida. WILLIAM R. CAVE, Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32399 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 20th day of October, 1986. COPIES FURNISHED: Richard Coats, Director Division of Florida Land Sales, Condominiums and Mobile Homes Department of Business Regulation The Johns Building 725 South Bronough Street Tallahassee, FL 32301 James Rearney, Secretary Department of Business Regulation The Johns Building 725 South Bronough Street Tallahassee, FL 32301 John C. Courtney, Esq. Deputy General Counsel Department of Business Regulation 725 South Bronough Street Tallahassee, FL 32301-1927 Michael Reichman, Esq. Post Office Box 4 Monticello, FL 32344 Marshall Conrad, Esq. Post Office Box 39 Tallahassee, FL 32302 APPENDIX The following constitutes my specific rulings pursuant to Section 120.59(2), Florida Statutes, on all of the Proposed Findings of Fact submitted by the parties in this case. Rulings on Proposed Findings of Fact Submitted by the Petitioner 1.-3. Adopted in Findings of Fact 1-3. 4. Rejected as immaterial and irrelevant. 5.-21. Adopted in Findings of Fact 4-19. 21. Adopted in Finding of Fact 20. Rulings on Proposed Findings of Fact Submitted by the Respondent 1.-19. Adopted in Findings of Fact 1-19. 20. Rejected as not comporting to the substantial competent evidence in the record. The Intervenors submitted a "Recommended Order" which adopted the Findings of Fact submitted by the Respondent in its Proposed Findings of Fact.
