Findings Of Fact Respondent/applicant, The Yachting Arcade (applicant), initiated this matter when it filed an amended application with respondent, Department of Environmental Regulation (DER), on April 27, 1984, seeking a permit authorizing the construction of a docking facility on the eastern shore of Bethel Creek in the City of Vero Beach, Florida.1 Specifically, applicant wished to construct a commercial shoreline dock 530 feet long and six feet wide with four access docks at various locations along the shoreline. The access docks would vary in size from thirteen to sixteen feet in length and from four to ten feet in width. The dock will be situated in front of a two-story commercial structure and parking lot on 1.14 acres owned by applicant which lies between Highway A-1-A and Bethel Creek. That structure will house a restaurant and other retail establishments. A city permit for the dock was previously issued on November 17, 1983, and remains in effect at this time. According to the parties, permit approval is also required from the Department of Natural Resources (DNR). However, DNR is awaiting action by DER before issuing or denying a permit. Bethel Creek is a relatively small navigable U-shaped dead-end canal connected to the Intracoastal Waterway in the Indian River in Indian River County, Florida. It is classified as a Class III water of the State. Because of continued development along the Creek, and poor flushing characteristics, the water has gradually deteriorated over the years. Most of its shoreline is bulkheaded in the vicinity of the proposed project, and it has a depth of around fifteen to twenty feet. The width of the Creek at the site of the project ranges from 120 to 195 feet and represents the most narrow part of the canal. The project is approximately one to two-tenths of a mile from the dead-end of the canal, and less than a half a mile from the opening at Indian River. In addition to applicant's commercial development, there are a number of single family residences on the Creek, a large condominium known as the Riverwalk Condominium, and eight townhouses at the deadend of the Creek. Other development may also exist but was not disclosed at hearing. There are a number of existing private docks with boats on the Creek including a four-dock marina at the end of the canal. Petitioner, Riverwalk Condominium Association, Inc., is an association of condominium owners who reside within 500 feet of the proposed activity. Under the proposal, applicant intends to limit the docking facilities to the private use of The Yachting Arcade." There will be no fuel or maintenance service for boats, and sewage disposal facilities and live-aboards will be prohibited. Shoreline improvement is to be accomplished by excavating an area landward of the dock, backfilling the area with sand and rubble, placing filter fabric over the backfill, laying sand and gravel over the fabric and revegetating the excavated/backfilled area with cordgrass and red mangroves. The theoretical capacity of the docking facility will depend on the size of the boats, but it will allow docking by up to twelve to fifteen boats of the fifty foot category at one time, or up to thirty-six smaller boats simultaneously. At the insistence of DER, the boats will be moored parallel to the Creek in an effort to not impede navigation. After receiving the original and amended applications, DER personnel made three on-site inspections of the property. These were conducted in January and May, 1984 and May,|1985. Although no water quality testing was performed, the Department found the Creek to be a viable habitat for various game and nongame species, including mullet, sheepshead, tarpon, snapper, manatees, great blue herons and egrets. The property along the shoreline was comprised of Australian pines, pepper trees and railroad vines until they were removed in June, 1985 by applicant. There has been severe erosion along the water front but this will diminish through revegetation and excavation of the bank. The construction of the dock will create only minor, short-term turbidity. The quality of the water within the Creek is now poor, but a vegetated shoreline, including mangroves, will assist in cleansing the water and improving its quality. Therefore, applicant has given reasonable assurances that the proposed project will not violate established water quality standards, or constitute a threat to marine life, wildlife or natural resources. According to agency rule an applicant must demonstrate that "the proposed project will not create a navigational hazard, or a serious impediment to navigation. . ." in the affected waters. Even though the dock will be built at the most narrow part of the creek, and may have as many as thirty-six boats moored at any one time, the agency expert concluded that no impediment to navigation would occur.2 However, testimony by residents on the Creek indicate that the actual navigable part of the stream is much smaller, and that boats are frequently "beached" because of the shallow nature of the waters. Since applicant will simultaneously allow as many as fifteen boats in the fifty-foot category, or thirty-six of a smaller variety, to traverse the Creek, there will be a serious impediment to navigation on the narrow navigable part of the Creek. Moreover, it will create a navigational hazard. A restriction on the number of boats to use applicant's dock at one time is not practical, and even DER omitted such a condition because of its inability to enforce this provision. Therefore, the criteria for issuance of a permit have not been met.
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED that the application of The Yachting Arcade for a permit to construct a shoreline dock on Bethel Creek in Indian River County, Florida be DENIED. DONE and ORDERED this 7th day of August, 1985, in Tallahassee, Florida. DONALD R. ALEXANDER Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, FL 32301 (904)488-9675 Filed with the Clerk of the Division of Administrative Hearings this 7th day of August, 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.
The Issue The issue for disposition in this case is whether the Respondents, James and Carol Rosasco, qualify for a Noticed General Permit pursuant to Rule 62-341.427, Florida Administrative Code, and a Consent to Use pursuant to Rule 18-21.005, Florida Administrative Code, for a single-family dock, on the Indian River in Brevard County, Florida.
Findings Of Fact The Rosascos (James and Carol) own a parcel of real property on the Indian River at 4680 Highway AIA in Melbourne Beach, Brevard County, Florida (4680). The shoreline on the west of the Rosasco's property is more than 65 linear feet. The parcel just south of the Rosasco's property is at 4690 Highway AIA (4690). It was recently owned by a subsidiary of Disney and was used as an executive retreat. There is an existing dock at 4680, approximately 200 feet long, close to the upland boundary of 4680 and 4690, but extending southwest. The prior owner of 4680 and the Disney subsidiary had an agreement that allowed both to use and maintain the dock. The agreement was not renewed when the Rosascos purchased 4680. The Rosascos immediately made plans for a replacement dock and submitted the application that is the subject of this proceeding. Fred and Julie Braid own the parcel just south of 4690, at 4720 Highway AIA (4720). They have an approximate 280-foot long dock which runs straight west from their shoreline. In October 1998, Disney Realty, Inc., advertised 4690 for sale by bids. In December 1998, the Braids purchased the 4690 parcel with knowledge of ownership and configuration of the existing dock at 4680. After DEP issued its intent to grant their Noticed General Permit and Consent of Use for the Rosasco's 325-foot replacement dock. The Braids challenged the decision in January 1999. The Braids' two parcels and Rosasco's property are in a shallow cove area of the Indian River. Long docks are necessary there to provide boat access and to avoid seagrasses that are close to shore. The Braids are primarily concerned that if the Rosascos are allowed to construct their replacement dock there will be no room for the Braids to place a dock on their newly-acquired 4690 parcel. The Braids' Petition for Administrative Hearing and challenge to DEP's intended action is in letter form and raises four basic concerns: the proximity of the proposed dock to 4690; whether the proposed dock would preclude the Braids' placing their own dock on 4690; possible damage to seagrasses; and problems with navigation. In order to address the Braids' concerns, the Rosascos modified their application on March 31, 1999. The revised proposal increases the length of the dock from 325 feet to 500 feet and situates the dock to run north of the existing dock and parallel to that dock (which will be removed). The revised proposal has the new dock terminal starting 25 feet north of the property line and purported riparian line. The revised proposal would result in a minimum of 50 feet clearance between the new dock and the terminal platform of the Braids' existing dock at 4720. The modification did not satisfy the Braids. At the hearing Mr. Braid used strips of paper on a drawing to show hypothetical converging of the proposed Rosasco dock and another long dock extending from the center line of his shore frontage at 4690 where Mr. Braid would like to build. DEP staff have reviewed a signed and sealed survey submitted by the Rosascos which purports to show that both the original proposal and the revised dock proposal will place the new dock at least 25 feet from the riparian rights line between the Rosasco's property and the Braids' 4690 parcel. The riparian line drawn on the Rosasco's survey is configured in the same manner as a riparian line reflected on a survey submitted by the Braids when they sought approval for their now-existing dock at 4720. That is, the surveyor simply extended the upland property line straight into the Indian River. At hearing, the Braids submitted a survey of 4690 into evidence; this one angled the northern riparian line (line between 4690 and 4680) to run parallel to the southern riparian line (line between 4690 and 4720). There are obviously various means of drawing riparian lines, and those lines are particularly complicated in a cove where the shore is curved. Without the testimony of any of the surveyors it is impossible to determine their respective bases for the conflicting depictions. Neither the administrative law judge nor the DEP has any authority to determine riparian rights lines, as this a uniquely judicial function of a circuit court. In reviewing applications for dock permits, DEP does not require a circuit court order determining a riparian rights line as that would be impractical and cost-prohibitive. Instead, DEP accepts a signed, sealed, survey depicting a reasonable suggestion of the riparian rights line. This was the process when the Braids made application for their dock in 1996, and was the process when DEP reviewed the Rosasco's application in 1998. The survey submitted by the Rosascos indicates that the dock proposal, and March 1999 revised dock proposal both situate the replacement dock at least 25 feet from the purported riparian rights line. DEP reasonably relied on that survey. Brian Poole, a former DEP Environmental Specialist II with 25 years experience with the agency, reviewed the Rosascos' first and revised dock proposals. His lengthy experience includes processing and reviewing dock applications in this area of Brevard County and he is very familiar with seagrass habitat, dock placement, and navigation issues. According to Brian Poole, and based on the surveys and aerial photographs, the Rosascos' revised proposal would not preclude the Braids' building a dock on their 4690 parcel. It could be configured, even zig-zagged, between the Braids' existing dock, and the Rosasco's proposed dock. The Rosasco's proposed dock would afford more room than the Rosasco's existing dock which is closer to the 4690 parcel. Mr. Braid testified that some boaters in the Indian River travel close to the existing docks at 4680 and 4720 and that the longer dock proposed by the Rosascos will impede navigation. The Indian River is approximately 8000 feet wide at the project site and the Intracoastal Waterway, which is the main navigational channel of the Indian River, is approximately one mile west of the project site. The proposed 500-foot dock will not come near the Intracoastal Waterway or other navigational channel. There is already at least one other 500-foot dock in the vicinity of the Rosasco's and Braids' docks. There are several other shorter docks in the area. Because the water is shallow, any boaters close to the shore or using the existing docks will have to navigate carefully at idle speed and the docks will not impede their navigation. At the hearing the Braids conceded that seagrasses were not an issue. This is confirmed by Brian Poole whose experience and knowledge of the area confirm that there are no seagrass beds or other submerged aquatic vegetation at the terminal platform or mooring area of the original proposed dock or the revised proposed dock. Seagrasses also do not appear in the aerial photographs beyond 300-feet from shore as poor light penetration inhibits their growth.
Recommendation Based on all of the foregoing, it is hereby, RECOMMENDED: The petition challenging the propriety of the general permit for Rosascos' related proposed dock and the related consent of use of sovereign submerged lands be DENIED. The Rosascos' single-family dock project as revised in the March 31, 1999, modification be authorized pursuant to the applicable general permit rules, provided that the revised dock does not exceed a total area of 2,000 square feet, subject to design criteria limitations and other conditions. The Rosascos's application for consent of use of sovereign submerged lands be GRANTED, subject to the general consent conditions quoted above and those imposed by rule. DONE AND ENTERED this 1st day of July, 1999, in Tallahassee, Leon County, Florida. MARY CLARK Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 1st day of July, 1999. COPIES FURNISHED: Fred and Julie Braid 4720 Highway AlA Melbourne Beach, Florida 32951 James and Carol Rosasco 4680 South Highway AlA Melbourne Beach, Florida 32951 Thomas I. Mayton, Jr., Esquire Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 Kathy Carter, Agency Clerk Department of Environmental Protection Office of General Counsel 3900 Commonwealth Boulevard, M.S. 35 Tallahassee, Florida 32399-3000 F. Perry Odom, General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000
The Issue The issues presented for consideration by the hearing officer were as follows: Whether the project would adversely the public health, safety, or welfare or the property of others; Whether the project would adversely affect the conservation of fish and wildlife, including endangered or threatened species, or their habitats; Whether the project would adversely affect navigation; Whether the project would adversely affect the fishing or recreational values in the vicinity of the project; Whether the project would be of a temporary or permanent nature; and Whether the project would adversely affect the current condition and relative value of functions being performed by areas affected by the proposed activity.
Findings Of Fact On February 21, 1985, the Respondent, John Spang, applied to the Department of Environmental Regulations, Department of natural Resources and the Army Corp. of Engineers for permits necessary to construct two docking facilities, one on each side of the east end of Coronado Bridge, commonly known as the "North Bridge" on the Indian River, north in New Smyrna Beach, Volusia County, Sections 55 and 9, Township 17 South, Range 34 East. The proposed docks include a total of 24 boat slips. The proposed docks are within 25 feet of the right-of-way of the Coronado Bridge on both the north and south sides. The proposed docks consist of four piers. The piers, from south to north, are 101 feet, 102 feet, 122 feet and 122 feet in length respectively. See Respondent's Exhibit #2. The piers south of the bridge are 75 to 80 feet from the east edge of the channel of the Intracoastal Waterway. The piers north of the bridge are 60 to 65 feet from the east edge of the channel of the Intracoastal Waterway. The proposed docking facilities shall service commercially zoned properties `to which they shall be attached and, in particular, the Riverview Hotel and Charlie's Blue Crab Restaurant, at the Riverview. The Petitioners, Grover Ryan and Margaret Ryan, own the commercially zoned property adjacent to the subject property to the south, located at 100 West Columbus Avenue, New Smyrna Beach, Florida. The Ryans operate a commercial business. On March 17, 1986, the Ryans filed a petition for an administrative hearing. Panet E. and Jerrie L. Peterson of 200 Canova Drive, New Smyrna Beach, Florida own the real property located on the river adjacent to the Ryans but not adjoining the proposed docking area or the property of the applicant. On April 15, 1986, the Ryans filed a petition for an administrative hearing. On February 14, 1986, the Department of Environmental Regulation issued Permit Number 64-099806-4, to construct the proposed docking facilities, subject to specific modifications and conditions to those applications. Issuance of the permit was based upon the following: The Army Corp. of Engineers assessed the proposed docking facilities and determined that the project will not impede navigation or otherwise cause danger to the health, safety or welfare of vessels and persons traveling in the Intracoastal Waterway. On April 18, 1986, the Army Corp. of Engineers issued Permit No. 85IPL-20644 for construction of piers pursuant to the applicant's proposal for docking facilities. The harbor and dockmaster for the City of New Smyrna Beach determined that the proposed docking facilities would not impede or endanger navigation of the river and Intracoastal Waterway, if pilots entering and leaving the docking area carefully follow the rules of road. Actual testing of the proposed site by the Department of Environmental Regulation revealed no seagrasses or rooted macrophytes which might be destroyed by the proposed docks. Flushing in the river was found to be excellent and would alleviate any short-term turbidity problems and would further mitigate against any pollutants from the docking areas to the extent that no water quality violations were anticipated. The United States Department of Interior, Fish and Wildlife Service determined that the area of the proposed docking facility would not have an adverse affect on the manatee otherwise endanger them. Although the dock will restrict fishing from the bridge between the shore and channel, it will not significantly affect adversely the recreational uses. Generally, bridge fishing is being restricted in Florida due to the hazards to fishermen from traffic. The fishing from boats will be unaffected. There is no marine production in the area. The boat traffic in the vicinity of the proposed docking facility is considered heavy, and there are no restrictions on boating speed. The bridge is raised frequently, but heavy traffic requires boats to wait on weekends. The bridge fenders and concrete abutments of the bridge block the lateral view of boaters as they approach, pass under and leave the Coronado Bridge, and likewise obscures the boats in the bridge area from boaters in the proposed dock area. The closest dock to the south of the proposed docks is owned by the Ryans. Mr. Ryan has used his dock for forty-seven (47) years and uses it to dock his large commercial shrimp boat. Mr. Ryan operates a wholesale/retail seafood store on the property which he owns adjoining the Spang's property. As originally proposed, the southernmost dock sought by the Spang's would interfere with Ryan docking his boat at Ryan's dock. The next dock to the south of the proposed docks and Mr. Ryan's dock is owned by the Petersons. This a forty (40) foot dock which is used for noncommercial purposes. Because it does not protrude as far into the water as Ryan's dock, there is no hazard created by the proposed docks. A conditioned modification to the application was the reduction in size of the southernmost docking facility by 15 feet and the construction of handrails on the outer edges of each dock to prevent mooring of boats along the outer edges. The reduction of the southernmost dock by 15 feet, together with handrails and prevention of mooring of boats on the outside of the docks provided reasonable assurance that there was no impediment to navigation, to include Ryan docking his boat. However, the design of the exits to the two proposed docking areas promotes direct entry at right angles into the Intracoastal Waterway. This is potentially hazardous. Petitioner Ryan has an easement over the Spang property to permit public access to Ryan's property from the right-of-way of the bridge and highway. Spang's restaurant, which has already been built at the site, actually traverses the easement, not the proposed docking facility. The proposed facility does not interfere with the easement the Ryans hold landward of the mean high waterline from the highway right-of-way south to the Ryan's business.
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED that the Department of Environmental Regulation issue Permit No. 64-099806-4 with the size limitation and requirements for handrails established by the agency and that the layout of the docks be modified as drawn in Appendix B to discourage exiting the docking areas at right angles to the channel of the Intracoastal Waterway. DONE AND ORDERED this 18th day of July 1986 in Tallahassee, Leon County, Florida. STEPHEN F. DEAN 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 18th day of July 1986. APPENDIX TO RECOMMENDED ORDER CASE NO. 86-0992 The following action was taken with regard to the proposed findings of fact submitted in behalf of John Spang: Adopted as Recommended Order paragraph 9. Adopted as Recommended Order paragraph 2. Rejected. Paragraph 5 of Ryan's proposed findings of fact adopted as more complete and accurate. Adopted as Recommended Order paragraph 6. 5,6. Adopted and combined as Recommended Order paragraph 7. Adopted as Recommended Order paragraph 9. Adopted substantially as Recommended Order paragraph 7. Adopted as Recommended Order paragraph 8. 10,11. Adopted as Recommended Order paragraph 9(a). Rejected as conclusion of law and irrelevant because the current proceeding is a de novo proceeding. Rejected as conclusion of law and irrelevant because the current proceeding is a de novo proceeding. Adopted as Recommended Order paragraph 9 (d). Adopted as Recommended Order paragraph 9 (b). Irrelevant. Effect on the persons named is not a basis for review. The following action was taken with regard to the proposed findings of fact submitted in behalf of the Ryans and Petersons: Adopted as Recommended Order paragraph 1. Rejected because the applicants' finding cited 24 which was adopted thereby binding the applicant to the lower number. Adopted as Recommended Order paragraph 3. Adopted as Recommended Order paragraph 4. Adopted as Recommended Order paragraph 5. Adopted in part and included in Recommended Order paragraph 12. 7,8. Rejected in favor of Recommended Order paragraph 11. 9. Adopted as Recommended Order paragraph 11. 10,12. Adopted as Recommended Order paragraph 13. 11,13. Adopted as Recommended Order paragraph 14. Adopted as Recommended Order paragraph 11. Adopted as Recommended Order paragraph 12. Rejected as a list of actors without any conclusion stated. 18,19. Rejected in favor of Recommended Order paragraph 10 which more accurately summarizes the more credible facts regarding fishing. 20,21,22. Rejected in favor of paragraph 9(d) which more accurately summarizes the more credible facts regarding danger to manatees. Rejected as contrary to the facts. Rejected as contrary to the facts. Adopted in part in Recommended Order paragraph 16. Rejected as contrary to the facts. Rejected as irrelevant. Rejected as irrelevant. Rejected as irrelevant. The following action was taken with regard to the Agency's proposed findings of facts. Adopted as Recommended Order paragraph 1. Adopted in part in Recommended Order paragraph 16 and in part in Recommended Order paragraph 10. 1st sentence: Rejected as irrelevant in light of the Agency's subsequent issuance. Remainder: Adopted as Recommended Order paragraph 9(c). Adopted generally as Recommended Order paragraph 16. 5,6. Adopted generally as Recommended Order paragraph 14. Adopted generally as Recommended Order paragraph 15. Adopted as Recommended Order paragraph 9(d). Adopted as Recommended Order paragraph 9(a). Adopted as Recommended Order paragraph 9(b). Adopted as Recommended Order paragraph 17. COPIES FURNISHED: Victoria Tschinkel Secretary Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 Mary F. Smallwood, Esquire General Counsel Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 William F. Hathaway, Esquire Post Office Drawer H New Smyrna Beach, Florida 32070-1586 Vivian F. Garfein, Esquire Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 Hal Spence, Esquire 221 N. Causeway Post Office Box 1266 New Smyrna Beach, Florida 32070-1266
The Issue The issues to be determined in this case are whether Respondent Thomas Rosati is entitled to the Noticed General Permit and the Letter of Consent to use sovereignty submerged Lands issued by the Department of Environmental Protection ("Department"), which authorize the replacement of an existing private dock with a new private dock in the St. Lucie River in Martin County, Florida.
Findings Of Fact The Parties The Department is the state agency responsible for regulating construction activities in waters of the State. The Department also has responsibility to process and act on applications for authorization to use sovereignty submerged lands through a delegation of authority from the Board of Trustees of the Internal Improvement Trust Fund ("Board of Trustees"). Rosati owns real property at 2391 Southwest Riverside Drive, Palm City, Florida. He is the applicant for the authorizations at issue in this case. Rosati does not currently own a boat, but he wants to obtain a boat that is large enough to use in the Atlantic Ocean. Petitioner Bryan Fleming owns real property that borders Danforth Creek. He also owns two nearby lots which entitle him to undivided interests in a community dock on Danforth Creek. Fleming owns several boats, including a 23-foot Penn Yan motorboat which he moored at docks on Danforth Creek. Petitioner Diane Haskett owns property that borders Danforth Creek. She has been an avid boater most of her life, but currently only co-owns, with Fleming, a 33-foot sailboat which they do not keep on Danforth Creek. She is a frequent passenger on Fleming's Penn Yan. Notice of Agency Action Rosati arranged for publication of a "Notice of General Permit" in the October 30, 2012, edition of The Stuart News. The notice was in the exact form suggested by the Department in its September 19, 2012, letter to Rosati. The notice reads in pertinent part: STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION NOTICE OF GENERAL PERMIT The Department of Environmental Protection gives notice that the project to remove an existing dock, and relocate and construct a new dock with an access walkway measuring 4 ft. by 392 ft. and ending in an 8 ft. by 20 ft. terminal platform, including two associated 12 ft. by 12 ft. boatlifts (total 1,728 sq. ft. structure, total 2016 sq. ft. preempted area), has been determined to qualify for a noticed general permit. This is the form of publication regularly used by the Department to notify the general public that the Department has determined a proposed project qualifies for a Noticed General Permit and a Letter of Consent. The exact location of the Rosati property was also included in the newspaper notice. Petitioners did not see the newspaper publication. Fleming first became aware of the Rosati dock when he saw it being constructed on January 13, 2013. He went to the Department's offices and inquired about the dock. Petitioners filed their petition for hearing on January 23, 2013, 10 days after receiving actual notice of the Department's agency action on the Rosati dock. Background Facts The east side of Rosati's property borders the St. Lucie River, which is designated a Class III water. The submerged lands in the area of the Rosati property are sovereign submerged lands of the State of Florida. The river bottom in the area is sandy. There are no corals, marine grass beds, or other significant aquatic resources. The south side of Rosati's property borders Danforth Creek. Danforth Creek is a navigable waterbody with normal depths of three feet or more. Rosati's shoreline along the Creek is approximately 275 linear feet in length and his river shoreline is approximately 125 feet. Rosati has a dock on Danforth Creek. It is in a basin that was created by excavating the private upland. The bottom of the basin is not state-owned sovereign submerged lands. Danforth Creek flows into the St. Lucie River near the southeast corner of the Rosati property. At its confluence with the St. Lucie River, there is a shoal or sandbar that most likely formed by the deposition of sediment carried out of the Creek. Rosati had a small (32 feet long) dock on his shoreline on the St. Lucie River. The Noticed General Permit and Letter of Consent allow Rosati to remove this old dock, which he has already done. The shoal at the confluence of the Creek and River restricts navigation in and out of Danforth Creek. Navigation in and out of Danforth Creek is usually impossible during low tides, except in a canoe, kayak, or other vessel requiring only a few inches of water. The most reliable route between the Creek and the River is a narrow channel only 2 to 3 feet deep at higher tides. This channel, which runs close to Rosati's eastern shoreline, shall be referred to hereafter as the "deeper channel." For many years, Fleming regularly used the deeper channel to take his 23-foot Penn Yan motorboat from Danforth Creek into the St. Lucie River and back again. The Penn Yan has a draft of about 18 inches. Using the deeper channel, Fleming could navigate in and out of Danforth Creek every day on the high tides. An unknown boater stuck a white PVC pipe into the river bottom at the side of the deeper channel to indicate its location. The New Dock Rosati's new dock was substantially completed at the time of the final hearing in June 2013. The new dock is four feet wide, 392 feet long, and terminates at a water depth of minus four feet mean low water. The other docks in the area are much shorter. The St. Lucie River in this area is more than 2,000 feet wide. Therefore, the dock extends into the River less than 20 percent of the width of the River. The total dock square footage of Rosati's dock on Danforth Creek and his new dock does not exceed 2,000 square feet. The dock, terminal platform, and boat lifts "preempt" 2,016 square feet of sovereign submerged lands, meaning that the dock excludes public use of this area of river bottom. Rosati's new dock crosses the deeper channel. It would cross the deeper channel even if it were half as long. The Letter of Consent authorizes Rosati to preempt from public use that portion of the deeper channel that lies beneath the new dock. Now, the only route that can be used by boaters wanting to navigate in and out of Danforth Creek is a narrow channel south of Rosati's new dock, between the dock and a spit of land about 15 feet away. This route can become dry at low tide and is only about a foot deep at high tides. This south route was used by Department staff during high tide using a boat drawing 8 to 12 inches of water. At low tide, they were unable to use this route to get from the St. Lucie River into Danforth Creek, but were able to use the deeper channel that now runs beneath the Rosati dock. Fleming would not be able to take his Penn Yan through the route on the south side of the Rosati dock except in rare high water conditions, such as may occur during or after hurricanes or heavy storms. No member of the general public who formerly used the deeper channel in a vessel drawing more than a foot of water would be able to use the south route except in rare high water conditions. In addition to the shallow character of the south route, it is in a narrow space between the Rosati dock and the sand spit. This route is only reasonably navigable by canoes, kayaks, and similar small, shallow-draft vessels. The Department contends that the general public has not been affected by the Rosati dock. However, all persons wishing to navigate in and out of Danforth Creek, including Fleming, other riparian landowners on Danforth Creek, and other members of the boating public are prevented from doing so in vessels which, just prior to construction of the Rosati dock, they could have used to navigate in and out of the Creek. Respondents further assert that the shoal may get worse and the deeper channel may become more shallow. This was mere speculation, with no timeframe offered. Furthermore, it was not shown that the deeper channel would not remain the best means of navigating in and out of Danforth Creek. Rosati's consultant did not make a site visit before submitting the forms for the Noticed General Permit and no Department employee made a site visit before the Department issued its letter of September 19, 2012. Included in the materials submitted by Rosati's consultant to the Department for the Noticed General Permit is an aerial photograph with a white arrow superimposed on the south side of the proposed Rosati dock to indicate a channel or water route from Danforth Creek into the St. Lucie River. The current or historical elevation of the route indicated by the white arrow was not established in the record. It is now overgrown with upland grass and is not an alternative water route for boaters wanting to get in and out of Danforth Creek. The information submitted to the Department by Rosati's consultant did not inform the Department that the best (deepest) route in and out of Danforth Creek would be blocked by the Rosati dock. The information implied that the proposed Rosati dock would not impair navigation in and out of Danforth Creek. Although not shown to be intentional, the information was misleading because it failed to inform the Department of the true site conditions and the impacts on navigation that would be caused by the proposed dock.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department enter a Final Order determining that Thomas Rosati qualifies for the Noticed General Permit, and denying the Letter of Consent to use sovereignty submerged lands. DONE AND ENTERED this 31st day of July, 2013, in Tallahassee, Leon County, Florida. S BRAM D. E. CANTER Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 31st day of July, 2013. COPIES FURNISHED: Patricia E. Comer, Esquire Department of Environmental Protection Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Nathan E. Nason, Esquire Gregory Hyden, Esquire Nason, Yeager, Gerson, White and Lioce, P.A. Suite 1200 1645 Palm Beach Lakes Boulevard West Palm Beach, Florida 33401 Howard K. Heims, Esquire Virginia P. Sherlock, Esquire Littman, Sherlock and Heims, P.A. Post Office Box 1197 Stuart, Florida 34995-1197 Herschel T. Vinyard, Jr., Secretary Department of Environmental Protection Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Matthew Z. Leopold, General Counsel Department of Environmental Protection Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Lea Crandall, Agency Clerk Department of Environmental Protection Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000
The Issue The issues are whether Keith Rockman's construction of a dock and other structures on Choctawhatchee Bay in Fort Walton Beach, Florida, is exempt from Wetland Resource Permit requirements, and whether authorization to use sovereign submerged lands for the project should be given.
Findings Of Fact Based on the evidence presented by the parties, the following findings of fact are made: On December 19, 2005, Mr. Rockman, who lives at 325 Brooks Street, Southeast, Fort Walton Beach, Florida, filed an application with the Department's Northwest District Office in Pensacola requesting authorization to construct a platform seven feet wide by eight feet long; an access pier three feet long; another access pier four feet wide by forty-five feet long; four mooring pilings outside the slip; and ten mooring pilings inside the proposed slip, totaling 371 square feet. The application indicated that the proposed construction activities would take place in the Choctawhatchee Bay, a Class III water of the State, on which Mr. Rockman's property fronts. (This waterbody is more commonly known as the Santa Rosa Sound or the Intracoastal Waterway.) The property already had an existing 25-foot dock when Mr. Rockman purchased the property sometime in 2005; however, because Mr. Rockman wishes to dock a larger boat than the prior owner, he has requested authorization to build the structures in issue here. Based upon the information supplied by the applicant, Diana Athnos, an Environmental Manager with the Northwest District Office, advised Mr. Rockman by letter dated January 31, 2006, that the Department had "determined that [his] project is exempted from [the Department's] Wetland Resource Permit requirements by Rule 62-312.050(1)(d), Florida Administrative Code." The letter also stated that the "letter is your authorization to use sovereign submerged land (if applicable) for the construction of your project, as required by Chapter 253.77, Florida Statutes and Chapter 18-21, F.A.C." After Department approval was obtained, Mr. Rockman completed construction of the project. Mr. Rockman elected not to publish notice of the Department's decision or provide notice by certified mail to specific individuals. Therefore, third parties were not barred from challenging the Department's decision until after they received actual notice. Petitioner, who lives next door to Mr. Rockman, learned about the Department's decision in a telephone call with the Northwest District Office on March 8, 2006. The papers filed in this case indicate that Petitioner and other neighbors had actually observed construction activities on Mr. Rockman's property in November 2005 and had filed complaints with the Department regarding these unauthorized activities. These complaints evidently led to the filing of an application by Mr. Rockman. On March 17, 2006, Petitioner, who resides at 328 Brooks Street, Southeast, Fort Walton Beach, and has 50 feet of frontage on the water with a dock extending into those waters, filed a letter with the Department, which was treated as a Petition challenging the Department's earlier decision. This Petition was later dismissed by the Department on the ground it raised claims concerning Petitioner's riparian rights, a matter beyond the Department's jurisdiction. Petitioner then filed an Amended Petition on July 11, 2006, in which he again contended that his riparian rights would be severely restricted by the proposed activities, and that the dock would create a navigational hazard. Although Florida Administrative Code Rule 62-312.050(1)(d)3. requires that a project not "create a navigational hazard" in order to be exempt from permitting requirements, Petitioner opted to base his claims on two provisions in Florida Administrative Code Rule 18-21.004(7), which contains the general conditions for authorizations to use sovereign submerged lands. The riparian rights issue was again excluded from consideration at a status conference held on January 5, 2007. The parties advise that this issue is now being pursued in a separate action in circuit court. Through the introduction into evidence of its complete permit file as Department Composite Exhibit 1, the Department established that the proposed activities are exempt from permitting requirements under Florida Administrative Code Rule 62-312.050(1)(d). More specifically, the activity will take place in waters which are not located in Outstanding Florida Waters; the structures are less than 1,000 square feet of surface area over the landward extent of waters of the State; they will be used for recreational purposes; they will be constructed on pilings; they will not substantially impede the flow of water or create a navigational hazard; and the structure is the sole dock constructed pursuant to the exemption as measured along the shoreline for a minimum distance of 65 feet. The dock and associated structures and pilings will be constructed over sovereign submerged lands owned by the State of Florida. Under Florida Administrative Code Rule 18-21.005(1), which specifies the forms of authorization for consent to use sovereign submerged lands, "no application or written authorization is required for an activity that is exempt from the requirements of obtaining a permit," so long as certain conditions are met, including those found in Florida Administrative Code Rules 18-21.004(7). See Fla. Admin. Code R. 18-21.005(1)(b). The only relevant condition raised in the Amended Petition is whether or not the "[s]tructures or activities shall . . . create a navigational hazard." Fla. Admin. Code R. 18-21.004(7)(g). In construing this rule, and the similar requirement in Florida Administrative Code Rule 62- 312.050(1)(d)3., the Department considers whether the structures will create a navigational hazard for boaters on the Intracoastal Waterway, as well as the owners of property who reside on either side of Mr. Rockman. In his Amended Petition, Mr. Woolshlager contended that the proposed structures or activities will create a navigational hazard when he accesses the dock in front of his property. As clarified at hearing, Petitioner does not dispute that he (or any "good boat driver") has adequate ingress and egress for his smaller boat, even with the larger dock on Mr. Rockman's property. Indeed, the record shows that he has been observed leaving his dock and accessing the Intracoastal Waterway. However, Petitioner indicated that if he should die, his wife intends to sell the property. If the new purchaser desires to dock a larger boat, he fears that there will not be sufficient room to do so, and the value of his property will be diminished. Through testimony from a licensed boat captain, it was established that Mr. Rockman's dock does not create a navigational hazard for boaters in the Intracoastal Waterway whose boat channel lies at least 600 feet or so from the shoreline, or for property owners on either side of the applicant's property. Although Petitioner cannot dock a larger boat than he now has (a 21-foot boat), this is because he needs to dredge out the area where his existing dock is built and reconfigure its shape. (Mr. Woolshlager agreed that his dock actually encroaches a few feet onto Mr. Rockman's property; however, Mr. Woolshlager advises that the prior owner (who sold the property to Mr. Rockman) agreed to this encroachment when he purchased the property.) Therefore, all criteria have been satisfied.
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 Mr. Rockman's application for an exemption from permitting requirements and authorization to use state-owned submerged lands. DONE AND ENTERED this 7th day of May, 2007, in Tallahassee, Leon County, Florida. S DONALD R. ALEXANDER Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 7th day of May, 2007. COPIES FURNISHED: Lea Crandall, Agency Clerk Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 John N. C. Ledbetter, Esquire 4641 Gulfstarr Drive Suite 102 Destin, Florida 32541-5324 Nona R. Schaffner, Esquire Amanda G. Bush, Esquire Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 Michael William Mead, Esquire John S. Mead, Esquire Michael Wm Mead, P.A. Post Office Drawer 1329 Fort Walton Beach, Florida 32549-1329 Gregory M. Munson, General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 Michael W. Sole, Secretary Department of Environmental Protection 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000
The Issue The issues are whether Respondent Thidadeau is entitled to a Noticed General Permit, pursuant to Florida Administrative Code Rule 62-341.427, and a Letter of Consent, pursuant to Florida Administrative Code Rule, to construct a single family dock in the central embayment of the Loxahatchee River in Palm Beach County.
Findings Of Fact By Joint Application for Environmental Resource Permit/Authorization to Use Sovereign Submerged Lands/Federal Dredge and Fill Permit filed August 14, 2002, Respondent Paul Thibadeau (Applicant) requested a Noticed General Permit (NGP) and Letter of Consent for a single-family dock to be constructed at his home located at 129 River Road, Palm Beach, Florida (Application). The dock would extend from the southern shore of the Central Embayment of the Loxahatchee River, which is Class III waterbody that is also an Outstanding Florida Water and Aquatic Preserve. At the time of the filing of the Application, Applicant's contractors and Respondent Department of Environmental Protection tried various alignments to avoid impacts. Petitioner Board of Commissioners of Jupiter Inlet District (District) is an entity created by the Legislature to operate and maintain the Jupiter Inlet and maintain and preserve the Loxahatchee River. The District's jurisdiction covers the Central Embayment and Applicant's property. The District employs an engineer to inspect the Central Embayment for navigational hazards. Intervenors Andrea Cameron and Jeffrey Cameron and Douglas Bogue reside in shoreline property to the west of Applicant's property. The Camerons and Mr. Bogue live on the same cove that the west side of Applicant's property abuts. Mr. Bogue's parcel is the second parcel to the west of Applicant's parcel, and the Camerons' parcel is the third parcel to the west of Applicant's parcel. Intervenors swim, fish, birdwatch, boat, and otherwise use the area in which Applicant would construct the dock and platform. Applicant has owned his property for a little over seven years. Applicant's property consists of nearly 1.5 acres of land that forms a peninsula jutting into the Central Embayment from the southern shoreline near the Alternate A1A bridge, which marks the east end of the Central Embayment. Applicant owns 1000 linear feet of shoreline. The proposed dock and platform would be constructed on the northwest side of Applicant's property. Applicant currently owns a dock, measuring five feet into the water by 67 feet along the shoreline, in the canal on the east side of his property. The water depth at this dock is only four inches at the lowest tides and less than one foot at mean low water. Seagrasses--mostly shoalgrass and threatened Johnson's seagrass--grow in the vicinity of this dock, and it is a reasonable inference, given the nearby seagrass beds, prevailing shallow depths, shading effect of the present dock, and the relocation of prop and boating disturbances, that seagrass would recolonize the area of the existing dock, after it is removed. Applicant has agreed to amend either the NGP or Letter of Consent to condition the approval of the construction and use of the proposed dock upon the removal of the existing dock. The Application describes a dock that is 270 feet long and four feet wide. At the end of the dock is a 160 square-foot terminal platform. The diagram shows the dock running 110 feet due north from an upland point that is ascertainable only approximately by reference to a concrete sidewalk and mangrove fringe depicted on the drawing. The dock then turns to the northwest and runs 160 feet to the terminal platform, which measures 5.3 feet by 30 feet. Boat-lift pilings are waterward of the waterward edge of the platform. The diagram depicts approximations of water levels, at mean tide, along the dock. The shorter run of the dock ends in water two feet deep, at mean tide. The longer run crosses a long sandbar and terminates between the 3.5- and 4-foot contours. A cross-section in the Application shows mean high water at about 1.0 feet (presumably National Geodetic Vertical Datum, or NGVD) and mean low water at about -0.5 feet NGVD. The cross-section reveals that the waterward edge of the terminal platform is at almost -3.33 feet NGVD and the landward edge of the terminal platform is at about -3.2 feet NGVD. This means that, at mean low water, the water level would be a little more than 2.75 feet deep at the waterward edge of the terminal platform and about 2.75 feet deep at the landward edge of the terminal platform. The pilings, which are waterward of the waterward edge of the terminal platform, are at -3.5 feet NGVD. This means that, at mean low water, the water level would be about 3 feet deep at the most waterward pilings. However, the second slip, which mostly runs along the end of the dock, not the terminal platform, is in shallower water. According to a drawing that is part of the Application, the waterward end of this slip is at the same depth as the landward end of the terminal platform, so it would be in about 2.75 feet of water at mean low water, and the landward end of this slip is at -2.0 feet NGVD, so it would be in about 1.5 feet of water at mean low water. Disagreeing with this drawing, Applicant Exhibit 61 indicates that the shallowest water depth at the second boat slip is at least two feet at mean low water. Although the scale of District Exhibit 62 prevents a precise determination, District Exhibit 62 seems to agree with this value, as well as other landward values, contained in Applicant Exhibit 61. The superior detail of both of these exhibits, as compared to that of the drawing accompanying the application, compels a finding consistent with the deeper water levels reported on Applicant Exhibit 61 and District Exhibit 62. Thus, the water depth, at mean low water, is at least two feet at the second boat slip. DEP environmental scientists visited Applicant's site twice before issuing the permit and snorkeled the area proposed for the dock to find the location that would result in the minimum impacts. On the first visit, the DEP scientists did not record the tide, but, in the second visit, they snorkeled the area at mean low water. After DEP approved the permit, its scientists snorkeled the site a third time, also at mean low water. Applicant has worked closely with DEP at all stages of the permitting process. In fact, early discussions resulted in several different alignments and locations for the proposed dock. After DEP's environmental scientists determined for themselves the location of the seagrass beds in the affected area, Applicant settled on a location and alignment acceptable to the DEP scientists and revised the application (Revised Application). The Revised Application locates portions of the dock deck over some seagrass beds, but adds restrictions, beyond those normally imposed on docks built in Aquatic Preserves, to reduce or eliminate the impacts of the dock on these seagrass beds. The Revised Application narrows the dock deck by one foot to three feet, replaces solid decking with grated decking for the first 200 feet from the shoreline, adds handrails for the first 200 feet from the shoreline, and raises the elevation of the dock deck from five feet to seven feet above mean high water for the first 200 feet from the shoreline. The Revised Application also changes the width of the terminal platform from 5.3 feet to 6 feet and its length from 30 feet to 25 feet. The Revised Application clearly identifies two boat slips: one on the waterward side of the long side of the terminal platform and one perpendicular to the first slip, along the north side of the end of the dock deck. Lastly, the Revised Application reduces the dock deck from 270 feet to 250 feet to the shoreline. The proposed alignment of the dock passes between two relatively small seagrass beds immediately offshore of the northwest side of Applicant's property. The cove contains a large seagrass bed, mostly confined to water depths of less than 1.5 feet at mean low water. A little more than 50 feet of the dock passes over the eastern edge of this large seagrass bed, and the most waterward 40-50 feet of the dock passes over bottom that is uncolonized by seagrass. The seagrass that is traversed by the dock is mostly confined to the long sandbar that the dock would cross. Petitioner presented several alternatives to the present alignment. These are depicted in District Exhibit 79. Petitioner and its witness ultimately selected Alternative F, which would be a shorter dock running to the northeast off the northern tip of Applicant's property. Passing over little, if any, seagrass, this dock would terminate in a hole that is three feet deep at mean low water. However, Alternative F provides Applicant with little better access than he has at present. The northern route to the channel requires several turns and passes over much seagrass. The longer eastern route runs over 600 feet in a narrow, turning channel that contains only 1.5-2.0 feet of water at mean low water. This side of Applicant's property is more exposed to currents and winds than the west side abutting the cove, so accurate navigation of a vessel with the engine trimmed partly up would be more difficult. Channels, especially shallow ones, shift over time and shoal up, especially given this tendency within the Central Embayment. The Central Embayment is a shallow waterbody prone to shoaling due to sedimentation. The main channel through the Central Embayment generally runs along the north shoreline of the Central Embayment, although it runs in a more central location as it approaches the Alternate A1A bridge at the east end of the Central Embayment. Applicant's property, which is close to the A1A bridge, is relatively close to the main channel. A shallow area with interspersed seagrass beds separates Applicant's property from the main channel. Applicant operates a 24-foot boat with a 200- horsepower outboard motor. The boat requires 12 inches of water to float with the engine up and 24 inches of water for the skeg and prop to clear the bottom with the engine down and the boat operating at idle or low speed. To ingress or egress the existing dock, Applicant can operate his boat only within two hours of high tide. To reach the main channel, Applicant must navigate poorly marked, local channels. The longer local channel runs east from Applicant's property and requires several turns. The shorter local channel runs north of Applicant's property and enters the southern access channel at a point near to its junction with the main channel. The southern access channel is an important channel in the Central Embayment, whose shoreline has been densely developed. A long sandbar runs through the center of the Central Embayment. Rather than navigate to the west of the sandbar, most boat operators coming from the south shoreline take the southern access channel, which shortens the time it takes for them to leave the Central Embayment. A mangrove island at the east end of the long sandbar is located immediately north and west of the southern access channel, just west of its junction with the main channel. Directly across from the mangrove island, in a southeasterly direction, is the northwest side of Applicant's property, from which the dock would extend, running toward the southern access channel. Boating traffic in the southern access channel may reach over 100 trips during a 10-hour period on weekends. In the vicinity of the proposed terminal platform, two large, privately installed pilings exist nearly in the center of the southern access channel. The closer of these pilings would be about 95 feet from the proposed terminal platform. One of the pilings marks the junction of the southern access channel with the main channel. The closer piling is between the proposed platform and the mangrove island to the northwest. Boats operate to the south and east of these pilings, typically at planing speeds of at least 20 miles per hour. In the vicinity of the proposed terminal platform, the southern access channel is 120-150 feet wide, and the waterward edge of the platform is about 70 feet from the center of the channel. The bathymetry in the vicinity of the proposed platform reduces the navigational hazard posed by the proposed project. The -3 and -4 feet NGVD contours run parallel along the southern edge of the southern access channel in the vicinity of the proposed terminal. Both contours, on either side of the proposed terminal, take sharp turns landward 25-50 feet on either side of the proposed platform. The effect of this bathymetry is to create a sort of submerged cove for the proposed terminal platform, which is protected from passing boat traffic from the fact that these contours are generally 25-75 feet further waterward on either side of the platform. For instance, at mean tide, boaters approaching the area of the platform would presumably wish to stay in water deeper than three feet, so they would unlikely find the platform to be a navigational hazard. Additionally, an imaginary line extending from the takeoff point of the dock on Applicant's shoreline, along the dock, to a point on the opposite shoreline would run about 13,800 feet. This line would run just east and north of the mangrove island described above. The drawing of riparian lines at this location is much more difficult due to the irregular shoreline and the orientation of the southern access channel. Originally, Applicant proposed a riparian line that ran from the westernmost extent of his property, which is located at the end of the waterway running along the west side of the property. Dutifully running this line perpendicular to the orientation of the southern edge of the southern access channel, Applicant deprived a corner of his neighbor's property of any riparian rights at all. During the hearing, Applicant redrew proposed riparian lines. The appealingly named, "Equitable Allocation" line does more justice to the neighbor by not crossing his property. Instead, this line runs roughly along the middle of the canal- like waterway on the west side of Applicant's property and, at the mouth of this waterway, turning to the northwest to run perpendicular to the southern edge of the southern access channel. The problem with the "Equitable Allocation" line offered by Applicant emerges when it is considered in broader scale, sufficient to encompass not only Applicant and his neighbor to the immediate west, but also that neighbor's neighbor to the immediate west. The "Equitable Allocation" line does no equity to the riparian access of one of the two landowners to the west of Applicant. However, the task in this case is not to draw riparian lines, but to determine whether the proposed dock or platform is within 25 feet of another landowner's riparian line. Applicant Exhibit 62 draws the 25-foot offset line. If the riparian- rights line runs perpendicular to the orientation of the southern access channel (the so-called "Equitable Allocation"), the terminal platform and dock are offset by more than 25 feet from the line. If the riparian-rights line extends property lines without regard to the orientation of the channel, then the platform, but not the dock, would be within the 25-foot offset. As noted in the Conclusions of Law, case law teaches that the location of the channel and property boundaries receive consideration in establishing riparian rights. When based on the larger-scale map of Applicant Exhibit 63, any equitable application of these factors would not result in the establishment of a riparian rights line within 25 feet of the proposed terminal platform or dock. The proposed dock and platform would impact the aesthetic enjoyment of nearby landowners and others using the waters of the Central Embayment. Swimmers and sunbathers set up on the sandbar and throw balls and flying disks. The proposed dock would divide the sandbar into two sections of about 170 feet and 100 feet. The impact of the dock, with its pilings spaced at ten-foot intervals, is unclear on these recreational users, as it is on users of canoes and kayaks, which also occupy these waters. The record does not portray a high-energy, strong-current environment in this area, which is essentially at the mouth of a small cove, so it is difficult to infer that typical currents will create unsafe conditions for swimmers, kayakers, or canoeists around the pilings. Likewise, the record does not establish the net impact of the dock and platform on fish, birds, and other wildlife using the area. The platform covers submerged bottom that is uncolonized by seagrass, and, given its coarse sand and shell hash, as well as the water depths and water clarity, this bottom is unlikely ever to be colonized by seagrass. The portion of the dock that traverses seagrass will shade this vegetation, but the effect of shading is mitigated by the seven-foot elevation of the deck, translucency of the decking material, and near north-south orientation of the deck. The construction of the takeoff of the deck will not require significant alterations to the existing mangrove fringe. The issue of cumulative impacts is not that the average dock in the Central Embayment is 80 feet, and the proposed dock is over three times longer. Nor is it that only two docks on the southern shoreline of the Central Embayment would equal or exceed in length the length of the proposed dock, and one of these two docks serves a planned unit development. The length of the dock is subordinate to the depth of the water to be reached by the dock. The more relevant issue, as to cumulative impacts, is that the proposed dock would extend to water whose depth is -3.5 feet NGVD, and the majority of docks in the Central Embayment terminate in water at least one foot shallower. An estuary whose urbanized shoreline appears almost condominiumized in aerial photographs, the Central Embayment will undergo shoreline development to match whatever DEP permits in its most generous permitting decisions. However, a close examination of District Exhibit 62 reveals numerous examples of docks or platforms terminating in -3.5 or even -4.0 feet NGVD, so the potential of the Letter of Consent generating cumulative impacts, strictly in the termination depths of docks, is small. The most relevant concern, as to cumulative impacts, is the potential for the construction of docks where no docks presently exist and the number of such docks that would need to extend 250+ feet to reach water depths comparable to those reached by the proposed dock and platform. Perhaps landowners abutting such extensive stretches of flats have been discouraged from trying to obtain permits for such lengthy structures. Perhaps Applicant himself was emboldened to seek the present NGP and Letter of Consent due to the permitting of the other single- family dock of comparable length on the southern shoreline. The problem as to this aspect of cumulative impacts is that the record does not support findings as to the number of littoral parcels without docks and the number of such parcels that would require docks of 250+ feet to reach the depths involved in this case. These cumulative impacts, if any, are too speculative to assess. Thus, the analysis of cumulative impacts in this case is necessarily restricted to consideration of the impacts of some additional pressure to construct docks to one-foot deeper water than has historically limited docks and the accumulation of additional impacts to resources, such as seagrass, or recreational uses, such as boating and swimming, from an authorization to build the proposed dock and platform. The record does not support findings of significant adverse cumulative impacts from this proposed activity. Moreover, the elimination of 335 square feet of shallow-water dock and the possible recolonization of seagrass, including threatened Johnson's seagrass, mitigate any cumulative impacts and limit or even eliminate the precedential value of the permitting decisions in this case.
Recommendation It is RECOMMENDED that the Department of Environmental Protection: Grant the Noticed General Permit. Grant the Letter of Consent upon two conditions: a) the prohibition against any boat mooring to the slip for any period of time, if the boat requires more than two feet of water with its engine in normal operation position and the boat operating at idle or slow speed; and b) the removal of the existing dock prior to the construction of the new dock and platform. DONE AND ENTERED this 25t day of July, 2005, in Tallahassee, Leon County, Florida. S ROBERT E. MEALE Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 25th day of July, 2005. COPIES FURNISHED: Kathy C. Carter, Agency Clerk Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 Greg Munson, General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 Kevin S. Hennessy Lewis, Longman & Walker, P.A. SunTrust Building 1001 3rd Avenue West, Suite 670 Bradenton, Florida 34205 Thomas F. Mullin Lewis, Longman & Walker, P.A. 1700 Palm Beach Lakes Boulevard Suite 1000 West Palm Beach, Florida 33401 Marcy I. Lahart Marcy I. Lahart, P.A. 711 Talladega Street West Palm Beach, Florida 33405 John S. Yudin Guy & Yudin, LLP 55 East Ocean Boulevard Stuart, Florida 34994 Toni Sturtevant Assistant General Counsel Christine A. Guard Senior Assistant General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000
The Issue At issue in this proceeding is whether a development order (building permit) issued by Monroe County to John and Alice Scott, Owners, and Hugh E. Rhodus, General Contractor, for the construction of a vertical seawall/dock on Lots 31 and 32, White Marlin Beach subdivision, Matecumbe Key, Monroe County, Florida, is consistent with the Monroe County Comprehensive Plan and land development regulations.
Findings Of Fact The Property Respondents John and Alice Scott are the owners of two canal front lots known as Lots 31 and 32, White Marlin Beach subdivision, Matecumbe Key, Monroe County, Florida. Lots 31 and 32 were acquired in 1968 and 1970 and are undeveloped. The subject lots are in incorporated Monroe County, Florida, and are zoned Improved Subdivision (IS). The Scotts reside on a third lot facing the bay that is across the street from the subject lots. Respondents' lots are within the Florida Keys Area of Critical State Concern. The land where the White Marlin Beach subdivision is located was at one time all mangroves and other trees. The subdivision was created in 1955-56 by means of dredge and fill activities. During the late 1960s and early 1970s, the shorelines of Lots 31 and 32 were even with an existing bulkhead on an adjacent lot. Very small mangroves were beginning to revegetate the shorelines. By 1979-1980, some shoreline erosion had occurred on the lots, estimated at 5-6 feet. At some unknown time thereafter, additional shoreline erosion occurred, estimated at its greatest point to be approximately 10 feet from the original platted fill line. At the time the permit application was considered and at the time of the hearing, the revegetated mangroves had grown into a substantial fringe of high complexity, running the entire 117-foot length of the two lots and varying from 5 to 15 feet in width. Some of the trees are as tall as 12 feet. The area in which the mangroves have revegetated slopes gently toward the canal. It constitutes a shallow water habitat which, in addition to the mangrove vegetation, supports crabs, juvenile fish, algae, and seagrasses. The expert witnesses of both Petitioner and Respondent testified that the mature mangrove fringe on the two lots has stabilized the land area adjacent to the canal. Landward of the mangrove fringe, the lots are comprised of unconsolidated sand used to create the lots. The edges of the fill material form a gentle slope from as low as six inches up to 24 inches at one extreme. Upland erosion is occurring along the edge of the unconsolidated fill, washing down the slope of the fill into the mangroves. Erosion of the edges of upland fill is a common occurrence in the Florida Keys. 10 The unconsolidated fill material where the erosion is occurring constitutes the uplands portion of the lots and is caused by weather events (wind and rain), rather than by tidal or wave action. There is active boating traffic on the subject canal; many large commercial and pleasure boats use the canal. Marine fuel and supplies are sold at Angelo's. There is a commercial fishing "village" located at and around Angelo's. To reach open water, i.e., the Gulf bay, boats must pass lots 31 and 32 after leaving Angelo's. Most of the other lots on the same canal as lots 31 and 32 are primarily protected by seawalls. The Scotts, under the subject seawall permit, are seeking to tie in to the adjoining seawall for consistency in community character and appearance. The adjoining property owners and many of the neighboring property owners want the mangroves removed and a seawall built to protect lots 31 and 32. Permit Application and Issuance On March 11, 1992, the Scotts applied to Monroe County for a permit to construct a seawall on Lots 31 and 32, White Marlin Beach subdivision. The Scotts' seawall permit application was denied by Pat McNeese, the Monroe County Environmental Resources Director, based upon her conclusion that erosion was not occurring on the lots and thus a seawall was not allowed under the Monroe County land development regulations. The Scotts appealed Ms. McNeese's decision to the Monroe County Planning Commission. As part of their evidence, Respondents offered a certified land survey conducted on November 1, 1992, which shows that the approximate shoreline of the property is at its greatest point roughly 10 feet landward of the platted shoreline. After hearing, the Planning Commission upheld Ms. McNeese's decision to deny the permit. The Scotts then appealed the Planning Commission's decision to the Monroe County Board of County Commissioners. The Board overturned the Planning Commission. The Board found that the Scotts are entitled to a permit to develop a seawall for erosion control under the provisions of Section 9.5-345(m)(2)(b), Monroe County Code. On April 19, 1993, Monroe County issued building permit number 9230005939 which is the subject of this proceeding. The permit was rendered to the Department on April 21, 1994, and was appealed by the Department 45 days thereafter. Monroe County Comprehensive Plan and Land Development Regulations The Monroe County Comprehensive Plan contains various policies directed toward preservation or conservation of the Keys environment and maintenance of water quality. Section 2.104, Nearshore Waters, Monroe County Comprehensive Plan, Volume II, Future Land Use Element, states, in part, that: The Florida Keys are dependent on nearshore water quality for their environmental and economic integrity. The heart of the Florida Keys economy, the means by which Monroe County exists as a civil and social institution, is based on its unique, oceanic character. If nearshore water quality is not maintained, then quality of life and the economy of Monroe County will be directly and immediately impacted. OBJECTIVES 1. To protect, maintain and, where appropriate, improve the quality of nearshore waters in Monroe County. * * * POLICIES 1. To prohibit land uses that directly or indirectly degrade nearshore water quality. * * * To prohibit the development of water dependent facilities, including marinas, at locations that would involve significant degradation of the biological character of submerged lands. To limit the location of water-dependent facilities at locations that will not have a significant adverse impact on off-shore resources of particular importance. For the purposes of this policy, off-shore resources of particular importance shall mean hard coral bottoms, habitats of state or federal threatened and endangered species, shallow water areas with natural marine communities with depths at mean low tide of less than four (4) feet, and all designated Aquatic Preserves under Ch. 253.39 et seq. the [sic] Florida Statutes. The Monroe County Comprehensive Plan, Volume II, Sec. 2-115 entitled "Enforcement" provides: A major component of any future land use element is the need to strictly enforce implementing regulations. If Monroe County is to achieve the promise of this Plan, it is essential that all persons involved in the land development process adhere to the requirement of this Plan and that the integrity of the development review process be protected. The Monroe County Comprehensive Plan, Future Land Use Element, Volume II, Natural Vegetation Management Policies provides: In recognizing the need to preserve as much natural vegetation as possible, the County will direct its land use and development regulations to minimize destruction of natural vegetation and modification of landscape. Guidelines and performance standards designed to protect natural vegetation from development will be developed and enforced. Clearing of native vegetation for development will be controlled. * * * 3. Regulations controlling development in areas characterized primarily by wetland vegetative species such as mangrove and associated vegetation will emphasize preservation of natural vegetation to the maximum degree possible. * * * 8. The existing County ordinances designed to protect and conserve natural vegetation will be strictly interpreted, rigidly enforced, and/or amended when necessary. * * * Of all the natural landforms and features which must be given due consideration in their protection, protection of the shoreline is of prime concern. . . . Chapter VII, Coastal Zone Protection Element, Marine Resources Management Policies section, Future Land Use Element, Monroe County Comprehensive Plan, Volume II, states that: Recognizing the crucial role that the marine environment plays in the local economy, the protection, conservation, and management of marine resources will be viewed as an issue requiring the County's utmost attention. In an effort to protect and conserve marine resources, emphasis will be placed on protecting the entire marine eco-system. 1.2. To this end, maintenance of water quality; protection of marine flora and fauna, including shoreline vegetation; and preservation of coral reefs will be regarded as being absolutely essential to maintaining the integrity of the marine system. Utilization of marine resources will be judged sound or unsound from the standpoint of whether or not a permitted use insures conservation and long-term maintenance of the resource. * * * Land and water activities which are incompa- tible with the preservation of marine resources because of their potential adverse effects will be prohibited, restricted, or carefully regulated depending upon the nature of the activity and the extent of potential impact. Development of bulkheads (the vertical component of a seawall) is characterized in the Monroe County Comprehensive Plan as "shoreline modification" and is addressed in Volume II as follows: Shoreline Modification Shoreline generally requires some degree of modification before it can be utilized for development of any sort. But such modification, unless carefully planned, can have adverse effects far beyond the area directly altered for development. For this reason, all shoreline modifications are subject to close scrutiny and regulation by local, State and Federal agencies. The following guidelines should be used at the local level to minimize the impact of shoreline modifications of different types. Bulkheads and Bulkhead Lines Bulkhead lines should be set at, or landward of, the mean high water line or the landward boundary of the shoreline protection zone, which- ever is applicable. Where possible, sloping rip-rap structures and coastal vegetation should be used rather than vertical seawalls. The Monroe County land development regulations provide in pertinent part: Sec. 9.5-288. Bulkheads, seawalls, riprap and fences. Bulkheads, seawalls, riprap and fences may be allowed as principal uses where it is demonstrated that their purpose is for erosion protection or upland protection (except for the Big Pine Area of Critical County Concern). Seawalls, in any configuration to include integral steps, ladders, platforms, quays, wharfs, and integral docks landward of seawalls, are permitted, with or without a principal building, in all land use districts for the purpose of erosion control. . . . Riprap placement is permitted without a principal structure for erosion control. * * * Sec. 9.5-335. Purpose of environmental perform- ance standards. It is the purpose of this division to provide for the conservation and protection of the environmental resources of the Florida Keys by ensuring that the functional integrity of natural areas is protected when land is developed. * * * Sec. 9.5-345. Environmental design criteria. (m) Mangroves and Submerged Lands: Except as provided in paragraph (3), only piers, docks, utility pilings and walkways shall be permitted on mangroves and submerged lands; All structures on any submerged lands and mangroves shall be designed, located and constructed such that: All structures shall be constructed on pilings or other supports; Bulkheads and seawalls shall be permitted only to stabilize disturbed shorelines or to replace deteriorated existing bulkheads and seawalls; * * * d. No docking facility shall be developed at any site unless a minimum channel of twenty (20) feet in width where a mean low water depth of at least minus four (4) feet exists; No fill shall be permitted in any natural water body; No fill shall be permitted in any manmade water body unless the applicant demonstrates that the activity will not have a significant adverse impact on natural marine communities. * * * Sec. 9.5-4. Definitions. (W-1) Water at least four (4) feet below mean sea level at mean low tide means locations that will not have a significant adverse impact on off- shore resources of particular importance. For the purpose of this definition, "off-shore resources of particular importance" shall mean hard coral bottoms, habitat of state or federal threatened and endangered species, shallow water areas with natural marine communities with depths at mean low tide of less than four (4) feet and all designated aquatic preserves under Florida Statutes section 258.39 et seq. The land development regulations must be implemented in a manner consistent with the Monroe County Comprehensive Plan. Seawall The shoreline is generally the area between mean high water and mean low water. For regulatory purposes, the "shoreline" is considered to be mean high water. While a seawall will protect shoreline property, there are negative impacts associated with development of seawalls which merit consideration. In this case, development of the permitted seawall would involve elimination of the existing mature mangrove fringe, which filters upland runoff, and filling in the shelf, including submerged lands, which provides habitat for juvenile fish, crabs and algae. Water quality in the White Marlin Beach canals will deteriorate as additional seawalls are constructed. Wave force is increased as waves bounce off one seawall and then another, which in turn brings up sediments which may contain pollutants. Increased wave force also draws sediments out from under existing bulkheads, causing or contributing to their deterioration and adding to the suspended sediments in the canal. Riprap and coastal vegetation absorb rather than intensify wave energy. While some amount of shoreline erosion occurred on Lots 31 and 32 during the 1970s and at some time thereafter, the shorelines on Lots 31 and 32 are now stabilized by the existing mangrove fringe. Since the shorelines of Lots 31 and 32 are not presently eroding, that portion of the permit which authorizes the removal of the shoreline vegetation and development of a vertical seawall is not consistent with the Monroe County land development regulations. Rip-Rap Even if shoreline erosion were occurring, a seawall or bulkhead to stabilize the shoreline would still not be authorized under the Monroe County Comprehensive Plan and land development regulations. The shoreline on Lots 31 and 32 is gently sloping, with only about 1-1/2 feet of silt over the bedrock within the mangrove fringe. Rip-rap would be feasible on Lots 31 and 32 if shoreline erosion were to be currently taking place. Upland Erosion The Scotts are experiencing some erosion on the edges of the upland fill on Lots 31 and 32, caused by wind, rain, digging crabs, and the spreading roots of mangrove trees. Such erosion on the edges of upland fill is common in the Florida Keys. Construction of a vertical seawall, which is a shoreline stabilization technique, is not appropriate to address an upland erosion problem. Erosion of upland fill material is commonly addressed by use of a retaining wall landward of the shoreline. Development of a retaining wall on Lots 31 and 32 would not necessitate removal of the existing shoreline vegetation and placement of fill on submerged lands as authorized under the subject permit. Fill Behind Seawall The plans approved with the subject permit authorize the placement of fill behind the seawall. A portion of the proposed fill would be placed below mean high water on submerged lands. Section 9.5-345(m)(2)(4), Monroe County Code, prohibits the placement of fill in a manmade water body unless the applicant demonstrates that the activity will not have a significant adverse impact on natural marine communities. The mangrove community and submerged shelf that exist on lots 31 and 32 are natural marine communities. The permanent obliteration of the shoreline vegetation and elimination of the submerged lands that presently exist on Lots 31 and 32 would be a significant adverse impact on natural marine communities. Accordingly, the placement of fill on the submerged lands on Lots 31 and 32 is not authorized under the Monroe County land development regulations. Docks Section 9.5-345(m)(2)(d), Monroe County Code, requires that docking facilities be developed only where a water depth of at least minus four feet mean low water (-4 MLW) exists. The plans approved under the subject permit show a water depth of zero (0) feet MLW at the waterward extent of the proposed seawall/dock. The Scotts' intention is to align the seawall spanning Lots 31 and 32 with a seawall on an adjacent lot. Water depth in that approximate location, which differs from the approved site plan and is therefore not authorized by the permit, is 1.6 feet at low tide. There is not adequate water depth at the waterward side of the proposed seawall/dock, as shown either on the approved plan or as described in testimony, to accommodate a docking facility on Lots 31 and 32. Further, because the dock has a vertical seawall component, it is not designed to be constructed on pilings or other supports, as required by Section 9.5-345(m)(2)(a), Monroe County Code. Accessory Use The Monroe County land development regulations define an accessory use or structure as a use or structure that serves a principal use and is located on the same lot or lots under the same ownership and in the same land use district as the principal use or structure. The regulation specifically prohibits the establishment of an accessory use prior to the principal use to which it is accessory. Accessory uses are generally regulated based upon whether the accessory use is located on the same property as the principal use. Under the County definition of accessory use, when dealing with a single lot, the principal use must be established first. The reference to the plural "lots" accommodates larger projects which typically encompass more than one lot, such as hotels and multifamily projects. It would also encompass an individual's residence where the lots were aggregated for development. The intent of the regulation is not to restrict the accessory uses to any one of those individual lots, but to recognize that the accessory use can also extend and cover all of the lots where the principal use is located. The regulation was adopted to cure an ongoing problem in the Keys of speculative development where shoreline improvements were developed without the establishment of principal uses to increase the value of saleable lots. In this case, the principal use (the Scotts' residence) is not located on either of the two lots for which the permit was issued. To allow development of those properties prior to the establishment of principal uses on them would be inconsistent with the Monroe County land development regulation and the purpose for which it was adopted.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Florida Land and Water Adjudicatory Commission enter a final order denying permission to develop the vertical seawall/dock authorized under Monroe County building permit number 9230005939 and denying all other relief requested by the Respondents. It is further recommended that such final order specify those items set forth in paragraphs 45 and 46, Conclusions of Law, as changes in design and circumstances necessary to enable the Scotts to obtain a permit to stabilize the upland fill on the lots and entitle them to a permit or permits for docking facilities. DONE AND ENTERED this 14th day of October 1994 in Tallahassee, Leon County, Florida. MICHAEL M. PARRISH 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 14th day of October 1994. APPENDIX The following are the specific rulings on all proposed findings of fact submitted by all parties. Findings proposed by the Petitioner: With the one exception mentioned immediately below, all proposed findings of fact submitted by the Petitioner have been accepted, with occasional editorial modifications in the interest of clarity and accuracy. The one exception is paragraph 25, which was rejected as unnecessary repetition or summary of findings already made. Findings proposed by the Respondents: Paragraph 1: Accepted in substance. Paragraph 2: Rejected as subordinate and unnecessary details in view of the de novo nature of this proceeding. Paragraphs 3, 4, 5, 6, 7, 8, 9, and 10: Accepted in substance. Paragraph 11: Rejected as contrary to the greater weight of the evidence. (There is conflicting evidence on this subject. The testimony of the Petitioner's witnesses is found to be more persuasive than the version put forth by the Respondents' witnesses.) Paragraph 12: Accepted in substance. Paragraphs 13 and 14: Rejected as subordinate and unnecessary details. Paragraphs 15 and 16: Both of these paragraphs are rejected as too overly broad and imprecise to be meaningful in the context of the issues in this proceeding. More precise and detailed findings have been made regarding the nature of past and current erosion on the subject property. Paragraph 17: Rejected as too narrow a statement to be accurate. As noted in the findings of fact, other factors are contributing to the upland erosion. Paragraph 18: Rejected as not supported by persuasive competent substantial evidence. Although there is some testimony along the general lines of what is proposed in this paragraph, that testimony appears to be more nearly hyperbole than hard science. Paragraph 19: Rejected as consisting primarily of argument, rather than proposed findings of fact. Further, the last sentence of this paragraph is a conclusion that is contrary to the greater weight of the evidence. Paragraph 20: Rejected as consisting primarily of argument and proposed conclusions of law, rather than proposed findings of fact. Paragraph 21: First two sentences rejected as subordinate and unnecessary details in view of the requirements of the Monroe County Comprehensive Plan and land development regulations. Last sentence rejected as constituting a conclusion that is contrary to the greater weight of the evidence. Paragraph 22: Rejected in part as not fully supported by persuasive competent substantial evidence and in part as irrelevant. (The water being too shallow, it does not particularly matter why it is too shallow.) Paragraph 23: Rejected as subordinate and unnecessary details in view of the requirements of the Monroe County Comprehensive Plan and land development regulations. Paragraph 24: Accepted in substance with some editorial language omitted. Paragraphs 25 and 26: Rejected as constituting conclusions that are contrary to the greater weight of the evidence. COPIES FURNISHED: Sherry A. Spiers Assistant General Counsel Department of Community Affairs 2740 Centerview Drive Tallahassee, Florida 32399-2100 Carol A. Scott, Esquire KUBICKI, DRAPER, GALLAGHER & MCGRANE, P.A. 1200 City National Bank Building 25 West Flagler Street Miami, Florida 33130 James T. Hendrick, Esquire 617 Whitehead Street Key West, Florida 33040 David K. Coburn, Secretary Florida Land & Water Adjudicatory Commission 311 Carlton Building Tallahassee, Florida 32301
Findings Of Fact Respondent Lovering submitted an application to DER to construct a 165- foot long by 6-foot wide extension to his present wooden dock. The extension will be part of a commercial marina. The area in question is part of the National Key Deer Refuge and is in Pine Channel, an Outstanding Florida Water. The dock will run parallel to an existing canal which serves as the main entrance channel to Jolly Roger Estates, a subdivision which is currently being developed, and which possesses a network of dead end canals. The dock will be built on a shallow flat, some of which is exposed during low tide. Water quality within the Jolly Roger canal system is better than that found in most canal systems in the Keys. However, the water is too deep to support good bottom growth or adequate oxygen levels throughout the water column. Benthic communities in the area of the proposed dock extension are made up of a variety of green, red, and brown, algaes, with a small amount of turtlegrass (Thallasia Testudinum), where sediments permit and where the communities are not completely exposed during low tide. No adverse impact on the water quality of the canal system or on Pine Channel will result from the construction of dock extension. The project is located at the mouth of the system where tidal flushing is best. Additionally, permit conditions prohibiting liveaboards and further prohibiting fueling or electrical facilities on the dock extension will prevent the location of additional potential pollution sources on the dock. Differing opinions exist as to the width of the canal where the proposed extension will be placed, ranging from 56 feet to 70 feet. A certified survey admitted in evidence reveals the width to be 65 feet. The proposed dock extension and the associated mooring of boats will not cause an unreasonable interference with navigation and will not be a navigational hazard. The experts agree that the proposed dock extension will improve piloting in the canal because it will clearly delineate the side of the channel. It is not unusual for boats to run aground while seeking the entrance into the canal. Because the dock itself will be outside of the canal on the shoal, any narrowing of the canal will chiefly be due to boats being tied to the dock or moored in the canal. Conflicting testimony was heard regarding the presence of outcroppings on the walls of the canal opposite the proposed dock extension. Such outcroppings were not shown to measurably restrict the area available for navigation in the canal. Any blocking of view caused by the proposed dock extension will be minor. The presence of the proposed dock extension and associated boats will not directly block the view of any across-canal property owners looking toward Pine Channel nor will they unreasonably interfere with persons wishing access to the flats. Fecal coliform sampling done by DER in February 1982, revealed one violation of Water quality standards. That sample came from a dead end canal in Jolly Roger Estates, not from the location of the existing dock nor of the proposed dock which would be located at the opening of the main canal. There are currently approximately 50 homes on the canal using septic tanks. It is as reasonable to assume that the violation was caused by residential development on the canal system than by any liveaboards using Lovering's marina. The width of the canal where the-existing dock is located is the same as the width of the canal where the proposed dock would be. The width of the dock in both locations would be the same. Witnesses who testified to the existence of outcroppings on the side of the canal opposite the location of the proposed dock also testified as to the existence of outcroppings on the side of the canal opposite the existing dock. Accordingly, that factor remains constant. Since the width of the existing dock and canal is the same as the width of the proposed dock and canal, no more restrictions to navigation will occur than already exist. The evidence indicates that there may be more boat traffic congestion occurring more frequently in the subject canal. One witness counted 52 homes on the canal with 32 boats. Jolly Roger Estates is still being developed, and one realtor believes that the total development of Jolly Roger Estates will result in an additional 200 boats belonging to property owners in that subdivision. It is, therefore, likely that boat traffic will increase. However, the estimated 4 to 8 boats expected to be added to the marina as a result of the proposed dock extension is insignificant when compared to the traffic created by the present and current members of Petitioner. The proposed dock extension will not be contrary to the public interest. Pine Channel is a Class III surface water of the State.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that a Final Order be entered granting the application of Charles Lovering for a dock extension construction permit, subject to the condition that no liveaboard boats be permitted at the proposed facility, and further subject to the condition that no fueling or electrical or water facilities be located on the new dock. THIS RECOMMENDED ORDER entered this 1st day of February, 1985, in Tallahassee, Florida. LINDA M. RIGOT 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 1st day of February, 1985. COPIES FURNISHED: Mr. Charles Lovering Route 4, Box 1038 Summerland Key, Florida 33042 Douglas H. MacLaughlin, Esquire Department of Environmental Regulation 2600 Blair Stone Rd. Tallahassee, Florida 32301 Mr. Clare T. Carroll Jolly Roger Estates Property Owners Association, Inc. P. O. Box 145 Summerland Key, Florida 33042
The Issue This is an appeal from a resolution of the Monroe County Planning Commission ("Planning Commission") denying the administrative appeal of the Summerwind Homeowner's Association from the decision to grant a variance to Marc and Robin Osheroff for a dock extension at their property, RE# 0088280. The instant appeal was transferred from the Planning Commission to the Division of Administrative Hearings pursuant to Article XIV, Monroe County Code, the Hearing Officer Appellate Article. The issue presented in this appeal is whether Resolution No. P94-98 of the Planning Commission should be affirmed, reversed, or modified.
