Findings Of Fact Upon consideration of the oral and documentary evidence adduced at the hearing, the following relevant findings of fact are made: Respondent Laven owns a parcel of land at 1500 Bay View Drive, Sarasota, Florida on which he has a home. The property is approximately 180 feet by 100 feet, and is located on Sarasota Bay. A seawall has been constructed along the shoreline. Respondent Cloud owns a parcel of land at 2610 Cardinal Lane, Sarasota, Florida that is contiguous to Respondent Laven's property at 1500 Bay View Drive, Sarasota, Florida that is also located on Sarasota Bay. Approximately 100 feet of the property is located along the shoreline of Sarasota Bay. Sarasota Bay is currently designated as a Class III outstanding Florida waterbody. On or about June 28, 1991 Respondents Laven/Cloud filed an application to modify existing permit number 581885033 which had been previously issued to Respondent Laven for construction of a private dock consisting of an access pier 210 feet by 5 feet, with a terminal platform 20 feet by 4 feet on Laven's property located at 1500 Bay View Drive, Sarasota, Florida. Previous to the modified application being filed by Laven and Cloud, Laven had attempted to modify permit no. 581885033 by reducing the access pier from 210 feet by 5 feet to 175 feet by 5 feet. The Department concluded that the dock, as modified, would not reach water of sufficient depth to prevent damage to the seagrass, and considered this a major modification requiring a new application. Therefore, the Department denied the modified application, and Respondent Laven did not file a new application. The application filed by Laven/Cloud on or about June 28, 1991 to modify existing permit 581885033 proposed to construct a private dock on the property line between Laven's and Cloud's property. The private dock was proposed to consist of an access pier 4 feet by 210 feet, with two terminal platforms, each 25 feet by 6 feet. After review of the application to modify permit 58188503 the Department issued a Notice of Intent to issue a permit for the proposed construction of the private dock on August 2, 1991. The Notice of Intent included 18 specific conditions to which the proposed dock would be subject. Those relevant to this proceeding are as follows: 1) . . . . If historical or archaeological artifacts, such as Indian canoes, are discovered at any time within the project site the permittee shall immediately notify the district office and the Bureau of Historic Preservation, Division of Archives, History and Records Management, R.A. Gray Building, Tallahassee, Florida 32301. Turbidity screens shall be utilized, secured, and properly maintained during the permitted construction and shall remain in place until any generated turbidity subsides. Double turbidity screens, staked hay bales, staged construction and other additional measures shall be used as necessary to insure compliance with water quality standards in Chapter 17-3, Florida Administrative Code. During construction, all areas of exposed soils shall be effectively isolated from waters of the state to prevent erosion or deposition. All exposed soils shall be stabilized with an appropriate ground cover within 72 hours of attaining final grade. 5) . . . . 6) . . . . The applicant is not permitted to conduct or construct the following activities or facilities in conjunction with this dock structure: Fish cleaning facilities. Fuel hoses or fueling facilities. The mooring of boats or vessels for live aboards. The mooring of boats utilized for com- mercial purposes such as fishing, scuba diving, boat rental, etc. Picnic tables or benches. Storage sheds or enclosed structures. Covered boat slips. Sanitary facilities. The rental of boat slips or mooring space. Turbidity screens shall effectively encom- pass each piling during installation and remain in place until any generated turbidity has subsided. Turbidity screens shall effectively encompass an area around each piling not to exceed 7 square feet. Any watercraft which may be utilized during construction activities shall only operate/moor in waters of sufficient depth so as not to cause bottom scour or prop dredging. The access pier shall be elevated a minimum of 5 feet above mean high water for the most waterward 150 linear feet of the access pier. The most waterward 150 linear feet of the access pier shall be constructed with the slated[sic] design indicated on sheet 4 of permit submittals. The most landward 60 feet of the access pier shall be constructed utilizing the 2 x 6 decking. The permittees shall construct 100 linear feet of rip rap along the existing vertical seawall as indicated on sheet 1 of permit submittals. Rip rap material shall consist of natural boulders or clean concrete rubble six inches to three feet in diameter or in average dimensions. The slope of the rip rap shall be no steeper than 2H:1V. There shall be no reinforcing rods or other similar protrusions in concrete rubble and all rubble or boulders shall be free of attached sediments. The rip rap shall be install concurrently with the construction of the permitted dock. The permittees shall grant the Department a conservation easement over the shorelines of the two subject parcels. A conservation easement shall be established over the seawall cap and 2 feet waterward of the seawall for the entire length of the seawall to 1500 Bay View Drive (Lots 1, 2, 3, 4, 11, 12, 13, and 14 Block Q, Bay View Heights Addition). A conservation easement shall also be established between the limits of the mean high water linear and the landward extent of waters of the State (Pursuant to Section 170301.400[sic] FAC) for the entire length of the shoreline at 2610 Cardinal Place (Lots 5, 6, 7, 8, 15, 16, 17 and 18, Block Q, Bay View Heights Addition). 14) . . . . 15) . . . . The following seagrass monitoring program shall be implemented and adhered to: Within 45 days of the issuance of this permit (and prior to initiation of dock con- struction) the permittee shall establish a preconstruction monitoring program consisting of one meter square grids within the area specified on sheet 1 A of permit attachments. A minimum of 10 random one meter square plots shall be selected within each area A and B and also along the centerline established along the length of the dock. The permittee shall measure percent areal coverage of seagrasses within each plot within the grid system. Each of the plots shall be monitored as specified in above a minimum of two times per year (July and January) over a three year monitoring period subsequent to dock construction. Reports shall include date, water depth, water clarity, species of seagrasses observed, percent areal coverage and representative height of seagrasses within each plot. Moni- toring reports shall be submitted to the Department within 30 days of the monitoring event. The first monitoring event shall occur during the first January or July (which ever occurs first) subsequent to completion of dock construction. Hand railing shall be constructed along the entire length of the access pier (on both sides). The temporary or permanent mooring of watercraft shall only occur at the terminal platform. 18) . . . . By imposing special conditions 3, 4, 8 and 9 it will ensure that the dock construction will have a temporary minimal impact on the water quality, and there will be no permanent water quality impacts as a result of this project. If this permit is not issued, it would be possible for each of the applicants to build an exempt dock on his property which would require two accesses or swaths through the seagrass beds. An exempt dock (500 square feet or less) may result in the dock terminating in seagrass beds and in water of insufficient depth to prevent damage to the seagrass beds or to prevent bottom scour or propeller dredging. The project site consists of a shoreline with a shoal area where Shoal grass (Halodule wrightii) and Turtle grass (Thalassia sp.) are growing, with the Turtle grass being the predominant species to a point further waterward to where there is a significant change in the water depth. Such point being approximately at the termination of the proposed dock. Beyond this point the seagrass beds are scattered. Therefore, any dock shorter than approximately 210 feet would terminate in the main seagrass beds and result in the seagrass beds being routinely disrupted or damaged by power boats. The proposed design of the most waterward 150 linear feet of the deck portion of the proposed dock has less solid surface than a normal deck, and, along with the proposed height of the most waterward 150 linear feet of the proposed dock, would allow substantially more light to penetrate the area and provide sufficient light for healthy existence of the seagrasses. The proposed impacts consists of disturbance of the seagrass beds. Requiring railing along the entire access pier on both sides will preclude mooring of motor craft in the area of the seagrass and in water depths insufficient to prevent damage to the seagrass, and to prevent bottom souring and propeller dredging. Because of the length, height and design of the dock there would be minimal impact, if any, on the seagrass beds. The design of the dock will ensure that the project will not adversely affect the functions being performed in the area intended for the dock. The conservation easement will ensure that a feeding ground for wading birds will be maintained, and along with the dock design will minimize any impacts that the proposed dock will have on the fish and wild life habitats. The construction of the 100 linear feet of rip rap along the existing vertical seawall on Sarasota Bay along Laven's property will reduce scouring and erosion at the base of the seawall, and provide beneficial habitat which will be an improvement of the seawall alone. There may be minimal impacts on recreation in that it may impose some inconvenience for those fishing and those attempting to access the bay for sailing. There may be some minimal impact on navigation in that the proposed dock will entend out approximately 35 feet further than any other existing dock in the area but due to the shallow water in this area boats presently have to travel at a reduced rate of speed, and for this reason the proposed dock would not adversely affect navigation. However, this should be mitigated by requiring lights on the dock as a safety feature. The project will not adversely affect the fishing, or recreational values, or marine productivity in the vicinity of the project. The proposed project will not adversely affect the public health, safety, or welfare or property of others. The proposed dock will be a permanent structure, notwithstanding that regular mainentaince will be required. The Respondents Laven/Cloud have provided reasonable assurances that the proposed project will be clearly in the public interest, notwithstanding the minimal impact it may have on recreation and navigation. Particularly, when all Special Conditions are considered, specifically Special Conditions 12 and 13 pertaining to rip rap along the vertical seawall on Laven's propertry and the granting of the Conservation Easement over both Laven's and Cloud's shoreline.
Recommendation Accordingly, in view of the above Findings of Fact and Conclusions of Law, it is, therefore, recommended that the Department enter a Final Order issuing Permit Number 581885033 to Respondents Robert Laven and John Cloud as set forth in the Department's Intent To Issue dated August 2, 1991 provided that the grant of the subject permit should include the general and specific conditions in the Intent To Issue as well as the condition requiring lights on the dock for safety purposes as set forth in Finding of Fact 20 above. RECOMMENDED this 21st day of November, 1991, in Tallahassee, Florida. WILLIAM R. CAVE Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, FL 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 21st day of November, 1991. APPENDIX TO RECOMMENDED ORDER, CASE NO. 91-3988 The following constitutes my specific rulings pursuant to Section 120- 59(2), Florida Statutes, on all of the Proposed Findings of Fact submitted by the parties in the case. Rulings on Proposed Findings of Fact Submitted by the Petitioner Both paragraphs regarding Respondent Cloud's testimony at the hearing go to his credibility as a witness and are not stated as a finding of fact and are therefore rejected. Paragraphs 1 and 2 regarding Rose Poynor's testimony appear to be supported by documents or testimony not received at the hearing and are therefore rejected. Paragraph 3 regarding Rose Poynor's testimony is either immaterial or irrelevant or goes to her credibility as a witness or is supported by facts not in the record. The paragraph regarding Roy R. Lewis' testimony goes to his credibility as a witness and is not a statement of fact. Paragraphs 1 and 2 regarding Robert Patten's testimony is more of a restatement of his testimony than a finding of fact. But in any event, are neither material or relevant. The next to the last paragraph is not supported by the record but see Finding of Fact 20. The last unnumbered paragraph is not supported by the record. See Finding of Fact 24. Rulings on Proposed Findings of Fact Submitted by Respondent Department of Environmental Regulation 1. Each of the following proposed findings of fact are adopted in substance as modified in the Recommended Order. The number in parenthesis is the Finding(s) of Fact which adopts the proposed findings of fact: 1 (1, 2, 3); 2 (4, 6); 3 (5); 4 (11); 5 (11); 6 (13); 7 (7, 8); 8 (7, 8); 9 (7, 8); 10 (7, 8); 11 (7); 12 (7); 13 (12, 15); 14 (7); 15 (12); 16 (7, 14); 17 (15); 18 (7, 16); 19 (17); 20 (7); 21 (7); 22 (7, 18); 23 (18); 24 (20); 25 (7, 17); 26 (23); 27 (19); 28 (21); 29 (22); 30 (7); 31 (17); 32 (7); 33 (9); 34 (9, 10); 35 (7, 8, 11, 12, 14-22); and 36 (7). Rulings on Proposed Findings of Fact Submitted by Respondents Laven and Cloud Respondents Laven and Cloud have divided their findings into two groups (1) Findings of Fact and (2) Ultimate Findings. Since the Findings of Fact are duplicative of the Ultimate Facts or are only restatements of the witnesses testimony, I will respond only to the Ultimate Facts. 1. Each of the following proposed findings of fact are adopted in substance as modified in the Recommended Order. The number in parenthesis is the Finding(s) of Fact which adopts the proposed finding of fact: 1 (1); 2 (3); 3 (2); 4 (4, 6); 5 (3); 6 (7, 12); 7 (7, 17, 18); 8 (7); 9 (7); 10 (7, 24); 11 (7, 24); 12 (22); 13 (17); 14 (is a duplication of paragraph 13); 15 (20); 16 (21) and 17 (16). COPIES FURNISHED: Alan S. Dorrill 1726 Floyd Street Sarasota, FL 34239 F. Craig Richardson, Esquire Icard, Merrill, Cullen, Timm, Furen, & Ginsbrug, P.A. 2033 Main Street, Suite 600 Sarasota, FL 34237 Carol Forthman, Esquire Maureen A. Eggert, Certified Legal Intern 2600 Blairstone Road Tallahassee, FL 32399-2400 Carol Browner, Secretary Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, FL 32399-2400 Daniel H. Thompson, General Counsel Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, FL 32399-2400
The Issue The issues in these cases are whether the Respondent, Roy Palmer, is entitled to a Noticed General Environmental Resource Permit, under Florida Administrative Code Chapter 62-341, and a Consent of Use under Florida Administrative Code Chapter 18-21.
Findings Of Fact Procedural History On or about February 13, 1995, the Respondent, Roy Palmer (Palmer), applied for a wetland resource permit to construct a 395-foot boat dock for use at his single-family residence at property he owned on Sarasota Bay, an Outstanding Florida Water. As proposed, this dock was to originate from the northern part of Palmer's property and have a terminal platform with two boat moorings and two boat lifts. On September 1, 1995, the Department of Environmental Protection (the Department or DEP) gave notice of intent to issue a permit for a shorter (370-foot) dock originating from the southern part of the Palmer property. The Petitioners filed a petition for administrative hearing challenging the intended action. DEP referred the petition to the Division of Administrative Hearings (DOAH), where it was assigned DOAH Case No. 95-5311. On or about December 11, 1995, Palmer applied for a noticed general environmental resource permit (ERP) permit for his dock under new DEP rules went into effect on October 3, 1995. This proposal was for the 370-foot dock originating from the southern part of the Palmer property. On or about January 10, 1996, DEP acknowledged receipt of the noticed general ERP (No. 582819483) and informed Palmer that it appeared to meet the requirements of the new rule. DEP also gave notice of intent to grant Palmer's application for consent of use of sovereign submerged lands necessary to construct the dock. (The record is not clear when the application for consent of use was filed.) The Petitioners filed a petition for administrative hearing challenging agency action regarding both the noticed general ERP and the consent of use. DEP also referred this petition to DOAH, where it was assigned DOAH Case No. 96-0736. Palmer withdrew the original permit application and moved to dismiss DOAH Case No. 95-5311. In July, 1996, Palmer applied for a noticed general ERP to build a still shorter (232-foot) dock originating from the southern part of the Palmer property (Permit No. 292583). Apparently, no notice of the application was published or required to be published. It is not clear whether the Petitioners "filed a written request for notification of any pending applications affecting the particular area in which the proposed activity is to occur." Palmer's second noticed general ERP (No. 292583) was amended on or about August 19, 1996, to eliminate one boat mooring and one boat lift. DEP took no action on Palmer's second application for a noticed general ERP No. 292583. On September 23, 1996, Palmer filed a Motion to Dismiss the Petition for Administrative Proceeding in DOAH Case No. 96-0736 because he had withdrawn the previous application for a noticed general ERP for a 370-foot dock (No. 582819483) and was proceeding only on the second noticed general ERP (No. 292583) for the 232foot dock. Palmer's intent was to dismiss only the portion of his prior application regarding the noticed general permit, but not the consent of use. On October 28, 1996, the Petitioners filed a petition for administrative hearing challenging noticed general ERP No. 292583 for the 232-foot dock. This petition alleged that the Petitioners filed a written objection to noticed general ERP No. on September 16, 1996, which requested a written response, and that no response of any kind was received until the Petitioners inquired and were told that DEP did not intend to respond to either the noticed general ERP (No. 292583) or the Petitioners' objection. Proposed Dock at Issue The proposal at issue is for a 227-foot access pier and 20 foot by 5 foot terminal platform with only one boat mooring and one boat lift. The length, location, and design of Palmer's proposed dock was changed in an attempt to satisfy the Department of Environmental Protection (DEP or the Department) and Palmer's neighbors. Palmer's task in this regard was difficult in part because a longer dock with a terminus in deeper water could have less impact on seagrasses (the major environmental concern) but would have a greater impact on the neighbors' views of Sarasota Bay (the major infringement of riparian rights concern.) In the final version, Palmer tried to balance these conflicting concerns. As proposed, neither the terminal platform, boat lift, nor mooring location occurs over submerged grassbeds, coral communities or wetlands. Starting at the mean high water line, the first 75 feet of the access pier for the proposed dock will traverse essentially no sea grasses. In the next 75 feet to 150 feet of the access pier, there will be approximately 80% vegetative cover consisting primarily of the seagrass halodule wrightii. Between 150 feet and 200 feet, there will be approximately 20% vegetative cover consisting of the seagrasses halodule wrightii and thalassia testudinum. Between 200 feet and 232 feet, seagrasses consisted primarily of thalassia testudinum, except that the terminal platform is located in an area of essentially bare sand. Starting at 80 feet from the mean high water line, the access pier for the proposed dock will ramp up to 5 feet above mean high water for the next 20 linear feet and continue at that elevation for the next 112 feet to reduce shading of the seagrasses. Then it will descend stairs for the next 5 linear feet, until it is 3.5 feet above mean high water, and will continue at that elevation for 10 more feet to where it joins the 20 foot by 5 foot terminal platform. In this way, wherever it traverses seagrasses, the access walkway portion of the pier will be elevated 5 feet above mean high water. The access walkway will be only 4 feet wide and will have half-inch wide gaps between its deck boards to allow sunlight through and further reduce shading of the seagrasses. The access walkway also will have handrails that are maintained in such a manner as to prevent use of the access walkways for boat mooring or access. As proposed, the terminal platform and boat lift occurs in a location with minimum depth of 2.2 feet below the mean low water level. There is some water 1.7 feet deep in the vicinity of the terminal platform, but the structure can be used without traversing the shallow water. The structure is designed so that boat mooring and navigational access will be in water at least 2 feet deep. Including access pier and terminal platform, the total area of Palmer's proposed dock over sovereign, submerged land would be 1,008 square feet. There will be no wet bars or living quarters over wetlands or surface waters or on the pier, and there will be no structures enclosed by walls or doors. There will be no fish cleaning facilities, boat repair facilities or equipment, or fueling facilities on the proposed dock. No overboard discharges of trash, human, or animal waste, or fuel will occur from the dock. The only dredging or filling associated with construction of Palmer's proposed dock will be the minimum dredge and fill required for installation of the actual pilings for the pier, terminal platform, and boat lift. Altogether, less than 30 square feet of bay bottom will be disturbed during construction and displaced to accommodate the pilings. Palmer's noticed general ERP is subject to the general conditions set out in Florida Administrative Code Rule 62- 341.427. Among those conditions is the requirement that Palmer implement best management practices for erosion, turbidity, and other pollution control to prevent violation of state water quality standards. The pilings will be jetted, not driven, into place to minimize disturbance of the bay bottom and temporary increases in turbidity. Turbidity barriers will be installed and maintained in a functional condition at each piling until construction is completed and soils are stabilized and vegetation has been established. Used properly, turbidity barriers have proved effective in containing temporary turbidity from dock construction. Based on the expert testimony, it is found that the construction of Palmer's proposed dock will not significantly impact seagrasses. The Petitioners presented expert testimony on seagrasses, but their expert testified only generally based on studies showing that shading negatively impacts seagrasses. He had no prior knowledge of the Palmer dock design, seagrass coverage, or the depth of the water. When apprised of some information concerning Palmer's proposed dock, he admitted that the studies involved far more severe shading conditions than would be caused by the proposed dock. He could not testify that the Palmer dock design would harm seagrasses, with the exception of those actually removed by the installation of the pilings. Accidental boat propeller dredging in using a dock can be a secondary impact on seagrasses from dock construction. But while a dock could perhaps attract a few boats, the dock's presence also might cause boaters to steer clear of the dock or reduce speed in the vicinity of the dock, which could result in a net reduction in the risk of damage to seagrasses from accidental prop dredging. Petitioners Dr. Franklin Pfeiffenberger, James Castoro, and Winifred Castoro jointly own a dock to the south of the Palmer property. This dock, which was built in the 1930's, projects 190 feet into Sarasota Bay and traverses seagrasses. Unlike the proposed Palmer dock, the Pfeiffenberger dock is not elevated, and it terminates in seagrasses. The seagrasses under the Pfeiffenberger dock are the same types as those located in the Palmer dock alignment--a combination of halodule wrightii and thalassia testudinum. The dock has been rebuilt a number of times over the years. Upon physical inspection, apparently healthy and growing seagrasses were found underneath the Pfeiffenberger dock. The proposed dock will not harm wildlife, including manatees (the only endangered species in the area, animal or plant). Manatees use Sarasota Bay in general, but the east side of the bay, where the Palmer property is located, is not a high use area. It is shallow and would not be considered "select" habitat for manatees. The proposed dock would not have any detrimental effect on manatee travel patterns; they could easily swim around the dock. Manatees eat seagrasses and other aquatic vegetation, but the proposed dock will not have significant adverse impact on those resources. Finally, while a dock could perhaps attract a few boats, the dock's presence also might cause boaters to steer clear of the dock or reduce speed in the vicinity of the dock, which could result in a net reduction in the risk of injury to manatees in the area from boat collisions and prop scarring. Except for temporary turbidity during construction, no other water quality parameters will be violated as a result of the construction of Palmer's proposed dock. Palmer's proposed dock and its use will not significantly impede navigability in Sarasota Bay. The bay is approximately 18,000 feet wide at that point, and it is approximately 4,800 feet from Palmer's property to the Intracoastal Waterway. Since the water is shallow near shore in the vicinity of the Palmer property, relatively few boats frequent the area. Those that do are generally smaller boats. These boats easily could navigate so as to avoid the dock; very small boats, such as canoes and kayaks, might even be able to carefully pass under the elevated portion of the dock. Palmer's proposed dock also would not be a serious impediment to other recreational uses of Sarasota Bay in the area. The water is too shallow for swimming. Fishing could improve because the dock could attract baitfish. People could continue to wade-fish by walking around or even under the proposed dock. Palmer's proposed dock is aesthetically consistent with the area in which it is located. All the Petitioners have some sort of man-made structure projecting out into Sarasota Bay from their property. As already mentioned, Dr. Pfeiffenberger and the Castoros have a 190-foot dock projecting straight out into Sarasota Bay. Within the past five years, Dr. Pfeiffenberger has installed a bench to sit on at the end of the dock. To the north of the Palmer property, property owned by Mr. and Mrs. Cabaniss has a yacht basin formed by a sea wall that projects roughly perpendicular to the shoreline out into the bay. Immediately north of the Cabaniss property, there is a boat house on the Goldman property where it abuts the yacht basin. The Goldmans' boat house is approximately 20 feet in length and 10 feet in height from ground level. Immediately south of the Palmer property, Ms. Stenhouse has a small dock (which appears to be located over seagrasses.) As a result, the viewsheds of Palmer and the Petitioners already contain many docks and man- made structures. In addition, the Ringling Causeway and bridge can be seen from all of these properties. Palmer's proposed dock will appear in some views from the Petitioners' properties. Generally, the closer the neighbor, the more will be seen of Palmer's proposed dock. Some of the Petitioners will only be able to see the proposed dock if they go out to the westerly edge of their properties on the bay. While the proposed dock will appear in and alter these views, it will not eliminate any Petitioner's view of Sarasota Bay. Even the closest neighbors will have some unobstructed views around the proposed dock. It also will be possible to see over and under the proposed dock, similar to the way in which many of the Petitioners now enjoy their views. There are tall pine and palm trees on the Cabaniss property between their house and their view of the bay. Most of the other properties in the vicinity appear to have similar viewsheds. Ms. Stenhouse has a large stand of mangroves of the western edge of her property; they cover approximately 60 percent of the panorama from her house, but they are trimmed up so she can see through them. While some people would prefer not to have the Palmer dock there, other people might view the availability of single- family residential docks to be an asset to the properties in the neighborhood. Based on expert testimony, it cannot be found that property values in the area would go down as a result of Palmer's proposed dock. Palmer's proposed dock does little if anything to further the idealistic goals and objectives of the City of Sarasota Comprehensive Plan and the Sarasota Bay Management Plan to restore and expand seagrasses in Sarasota Bay in that the proposed dock will eliminate some seagrasses. However, only approximately 30 square feet of seagrasses will be lost. Otherwise, the proposed dock is consistent with other goals and objectives of the City of Sarasota Comprehensive Plan and the Sarasota Bay Management Plan in that the dock has been aligned and planned so as to minimize impacts on seagrasses while balancing the neighbors' desire to minimize the impact on their views of Sarasota Bay. Palmer's Riparian Rights Palmer and his wife received a Warranty Deed, dated August 27, 1993, from James Kirk, II, individually and as personal representative of the Estate of Marie Ferguson. The deed describes Lots 27 and 28 of the Indian Beach subdivision in Sarasota, Florida, with a western boundary "along the shores of Sarasota Bay." Palmer attached this deed to his applications. Since at least November 1992, the mean high water line of Sarasota Bay has been west of a seawall on the Palmer property. The evidence was clear that the seawall has been there since at least 1944 and that Palmer has not filled the area to the west of the seawall or built any structure that influences its existence. The evidence was not clear as to the creation and history of upland to the west of the seawall. From aerial photographs, it appears that at least some upland has existed to the west of the seawall at least from time to time for at least the last 30 years. For reasons no witness could explain, the Palmers also received a Warranty Deed from Kirk, dated September 3, 1993, purporting to convey title only up to the seawall on the Palmer property. Likewise for reasons no witness could explain, a land surveyor named Lawrence R. Weber prepared a boundary survey based on the description in the September 3, 1993, Warranty Deed. Also for reasons no witness could explain, the Palmers received a Quit Claim Deed from Kirk, dated October 20, 1993. This instrument quitclaimed to the Palmers "all of the Grantor's property to the mean high water line of Sarasota Bay, including riparian rights." Except for the mysterious September 3, 1993, Warranty Deed from Kirk, all deeds in the chain of title back to at least 1944 reflect an intention to convey riparian rights. A deed given by Helen and Frederick Delaute to Cecilia and Harold Wilkins, dated April 19, 1944, described the westerly boundary of the property as running northerly along the shores of Sarasota Bay and specifically referenced riparian rights. (This deed attached a survey showing the still-existing seawall.) The next deed in the chain of title was from the widowed Cecilia S. Wilkins to Edward and Laura Williams dated December 27, 1954. The metes and bounds description again referenced the westerly boundary as running along the shores of Sarasota Bay and specifically referenced foreshore accretions and riparian rights. The next deed in the chain of title was from Edward and Laura Williams to Aidan and Wilma E. Dewey dated June 30, 1958. This deed again defined the westerly boundaries of the property as the shores of Sarasota Bay and specifically referenced foreshore accretions and riparian rights. The next deed in the chain of title was from Aidan and Wilma Dewey to Edward and Marie Ferguson dated August 23, 1967. This deed again defined the westerly boundary of the property as the shores of Sarasota Bay and specifically referenced foreshore accretions and riparian rights.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Environmental Protection enter a final order issuing Noticed General Environmental Resource Permit (No. 292583) and Consent of Use (No. 582819483) to Roy Palmer. DONE AND ENTERED this 1st day of September, 1998, in Tallahassee, Leon County, Florida. J. LAWRENCE JOHNSTON Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 Filed with the Clerk of the Division of Administrative Hearings this 1st day of September, 1998. COPIES FURNISHED: Richard Filson, Esquire Filson and Penge, P.A. 2727 South Tamiami Trail, Suite 2 Sarasota, Florida 34239 Thomas I. Mayton, Esquire T. Andrew Zodrow, Esquire Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 David M. Levin, Esquire Icard, Merrill, Cullis, Timm, Furen & Ginsburg Post Office Box 4195 Sarasota, Florida 34237 Alexandra St. Paul, Esquire The Riverview Center 1111 3rd Avenue, West Suite 350 Bradenton, Florida 34205 Kathy Carter, Agency Clerk Department of Environmental Protection Office of General Counsel 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 F. Perry Odom, General Counsel Department of Environmental Protection Office of General Counsel 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000
The Issue This issue in this case is whether the private Respondents are entitled to recover attorneys’ fees and costs from Petitioner pursuant to Section 120.595(1), Florida Statutes.
Findings Of Fact Because the undersigned is not required or authorized to recommend a disposition on the merits of Singer’s Petition, the fact-findings that follow are limited to those necessary to determine the narrow issue whether an award of attorneys’ fees and costs is proper under Section 120.595(1), Florida Statutes. In addition, as written, the findings below assume the reader’s familiarity with the preceding Preliminary Statement. On July 22, 1999, the Owners submitted an application to the Department seeking approval to build a dock. In a letter dated January 21, 2000, which is included in File 2, the Department informed the Owners that it had reviewed their application “to determine whether [the proposed dock] qualifies for any of three kinds of authorization that may be necessary for works in wetlands or waters of the United States.” This January 21, 2000, letter constituted the first agency action (“First Action” or “FA”) concerning the Owners’ dock. The First Action comprised three distinct determinations (for short, “D1,” “D2,” and “D3”), one for each of the “three kinds of [potentially necessary] authorization[s].” These determinations were: FA-D1: The dock is exempt from the need to obtain an Environmental Resource Permit (“ERP”). FA-D2: The dock qualifies for consent to use state sovereign submerged lands. FA-D3: Pursuant to a “federal review” performed under an agreement between the Department and the U.S. Army Corps of Engineers, the dock is deemed consistent with the State Programmatic General Permit (“SPGP”) program. As originally designed, and as approved by the Department on January 21, 2000, the Owners’ dock will be referred to herein as the “Approved Dock.” After receiving notice of the First Action, the Owners caused a “Notice of Determination of Exemption” to be published in the February 1, 2000, issue of the Palm Beach Daily Business Review. In pertinent part, this public notice stated: The Department of Environmental Protection gives notice that the [Owners’] project to construct a 125-foot by 4-foot access dock and a 40-foot by 8-foot terminal platform has been determined to be exempt from the requirements to obtain an environmental resource permit. . . . . A person whose substantial interests are affected by the Department’s action may petition for an administrative proceeding (hearing) under sections 120.569 and 120.57 of the Florida Statutes. . . . . * * * Complete copies of all documents relating to this determination of exemption are available for public inspection during normal business hours . . . at the [Department’s regional office]. (Owners’ Exhibit No. 4). Following the publication of this notice, an individual named Karrie Webb timely filed a petition with the agency challenging the Department’s approval of the Approved Dock. Her Petition for Formal Administrative Hearing was filed with DOAH on February 17, 2000, initiating Webb. v. Timothy and Hope Delong and the Florida Department of Environmental Protection, DOAH Case No. 00-0761 (the “Webb case”). The Webb case proceeded through final hearing, but before a Recommended Order was issued, the petitioner, on January 9, 2001, filed a Stipulation for Dismissal. Consequently, on January 12, 2001, the Administrative Law Judge entered an order closing the file.1 Not long after the conclusion of the Webb case, the Owners submitted a second application to the Department for authorization to build a dock. As described in this second application (which gave rise to File 3), the newly proposed dock (hereafter, the “Redesigned Dock”) differed somewhat from the Approved Dock. Most noticeably, the terminal platform of the Redesigned Dock faced north, towards Singer’s property, whereas the terminal platform of the Approved Dock had faced south. Singer and the Owners disagreed sharply as to whether the differences between the Approved Dock and the Redesigned Dock should be considered “substantial” (as Singer claims) or merely “minor” (as the Owners claim). For present purposes, however, it is neither necessary, nor would it be appropriate, to resolve that particular dispute. What is significant and should be emphasized, however, is that whether or not the Redesigned Dock differed substantially from the Approved Dock, the Owners submitted a new application respecting the Redesigned Dock as if it were a new project, and the Department acted upon the Owners’ second application as if the first one had neither been made nor approved. Thus, in a letter dated February 28, 2001, which is included in File 3, the Department informed the Owners that it had reviewed their application “to determine whether [the Redesigned Dock] qualifies for any of three kinds of authorization that may be necessary for works in wetlands or waters of the United States.” This February 28, 2001, letter constituted the second agency action (“Second Action” or “SA”) concerning the Owners’ dock (though it was, of course, the first agency action on the Redesigned Dock). Like the First Action of the previous year, the Second Action was composed of three distinct determinations (again, “D1,” “D2,” and “D3” for short), one for each of the “three kinds of [potentially necessary] authorization[s].” These determinations were: SA-D1: The re-designed dock is exempt from the need to obtain an ERP. SA-D2: The re-designed dock qualifies for consent to use state sovereign submerged lands. SA-D3: Pursuant to a “federal review” performed under an agreement between the Department and the U.S. Army Corps of Engineers, the re-designed dock is deemed not consistent with the SPGP program.2 The Owners did not cause notice of the Department’s Second Action to be published in a newspaper of general circulation. Armed with the Second Action, the Owners proceeded to have the Redesigned Dock constructed, and it now exists in fact. The existing structure will be referred to herein as the “As- Built Dock,” which, to be clear, was constructed according to the blueprint of the Redesigned Dock. After the construction began, Singer initiated this administrative litigation, the procedural history of which is summarized in the Preliminary Statement. In the course of the litigation, on May 17, 2002, the Department filed both a Motion to Dismiss and a Motion to Relinquish Jurisdiction. As the basis for its request that the undersigned relinquish jurisdiction over File 3——that is, the Department’s file supporting the Second Action, which had approved the Redesigned Dock——the Department relied upon a letter dated May 16, 2002, from the Owners’ counsel to the Department’s counsel, which contained the following pertinent text: Please accept this notice as the withdrawal of the application filed by Timothy and Hope Delong in the above matter [namely, File 3]. The Department (with the Owners’ concurrence) contended that because the Owners had voluntarily withdrawn their application, the agency had lost jurisdiction to enter a final order implementing, modifying, or rescinding the Second Action, which had preliminarily approved that application. See, e.g., City of North Port, Florida v. Consolidated Minerals, Inc., 645 So. 2d 485, 486-87 (Fla. 2d DCA 1994). The undersigned agreed that, by withdrawing their application for approval of the Redesigned Dock, the Owners had divested the Department of jurisdiction in the matter. Accordingly, the undersigned relinquished jurisdiction over File 3. In withdrawing their second application, the Owners materially changed their position and substantially modified the outcome of the most relevant preliminary agency action at issue, namely, the Second Action approving the Redesigned Dock. Indeed, by nullifying the Second Action, the Owners forfeited the only express authorization, albeit a preliminary one, that they had ever obtained from the Department for the Redesigned Dock. Thus, in other words, rather than defend the Department’s preliminary approval of the Redesigned Dock in this proceeding, the Owners elected to rely upon the First Action as a defense against any future claim that the As-Built Dock is an illegal, unpermitted project.3 The Owners’ withdrawal of their second application was intended to resolve, and in fact did resolve, matters raised in Singer’s Petition. The undersigned specifically finds, as a matter of ultimate fact, that the Owners’ change of position was substantial for purposes of Section 120.595(1)(e)3., Florida Statutes.
Findings Of Fact On October 25, 1990, Respondent Eckert applied to Respondent DER for a permit seeking authorization to construct a 280-foot single-family recreational dock at 5766 Red Cedar Street in Pensacola, Escambia County, Florida. The dock would extend waterward from that address and lot into Russell Bayou in Escambia County, Florida, a class III water of the State. When objections were filed to the original application for the 280-foot dock, Respondent Eckert amended his permit application and now requests a permit to build a 265-foot dock, meaning that the dock would extend 265 feet waterward from the mean high water line and, therefore, the boundary of the Respondent/applicant's property. The Petitioners are all adjacent or nearby land owners who object to the project, pursuant to Section 403.918(2), Florida Statutes (Supp. 1990), asserting that the project is contrary to the public interest in terms of recreational values or navigation. Russell Cove is a relatively-shallow body of water enclosed on three sides, with access to open water on its western end. Its depth fluctuates somewhat. It is tidally influenced, including lunar tides, which cause shallower-than-normal low water. The bottom of the cove is sandy with areas of rolling contours and shifting sandbars. The deepest points in the vicinity of the proposed dock vary between four and five and one-half feet. A 300-foot dock exists on the outward or westward end of Russell Cove. The channel widens to such an extent by the time it reaches the vicinity of that dock, however, that a 300-foot dock poses no navigational problem to boats using the interior of the cove. The applicant contends that the Petitioners who live eastward and "up the cove" from him have plenty of room to navigate past his proposed dock because, as his chart indicates, an apparently wide channel of slightly deeper water traverses the cove, waterward of all the docks in the cove, including that which he proposes to construct, with sufficient width beyond the end of his proposed dock to allow any boats which typically use the cove to navigate by it safely. The Petitioners who live on the interior of the cove, eastward of his proposed dock, and who would have to navigate by it, contend, however, that the safest route for them to navigate is immediately in front of or intersecting the tip of the location of the proposed dock. Ms. Bass testified for Petitioner Wittig. Her boat is equipped with a depth finder, and over the years of navigating in and out of the cove, she has learned that the supposedly wide channel referenced by the applicant is not actually a uniform wide, deep channel. Rather, there are sandbars occurring at various intervals, which sometimes shift in location, which point into the channel from the more southerly part of it, thus constricting it so that the safest passage is really a much narrower route closer to the ends of the docks and the proposed dock jutting into the channel. The safest passage is a slender route directly intersecting the tip of the location of the proposed dock. Ms. Bass established that there is already a narrow margin of maneuverability in the cove due to the intermittently shallow water, and, in stormy or foggy weather, the extra length of the dock might be unsafe. Petitioner Ericson has a non- motorized sailboat which must tack back and forth to enter or leave the cove when sailing into the wind. Thus, he needs a wide area to navigate in or out of the cove under certain prevailing wind conditions. Although DER's expert witness, Mr. Harp, supported the relative depth measurements established by the applicant (adjusted for seasonal tidal variations), he conceded that he had not measured an east/west line in the sandbar area described by Ms. Bass on the southerly side of the channel and jutting into the channel. Rather, he measured a north/south line and an east/west line in the route which Ms. Bass indicated she uses close to the docks and the proposed dock but not an east/west line in the sandbar area. He further conceded that the bottom was uneven or rolling in some areas. The applicant desires the extra dock length, compared to the 210-foot length of the Jones and Johnson piers on either side of him, so that he will be able to cast into slightly deeper water for fishing purposes. However, the depth prevailing at the 210-foot mark waterward from the shoreline is four feet, and the depth at the end of the proposed dock would only be approximately two inches deeper, 55 feet waterward of the other docks. Even out at the 300-foot waterward mark from shoreline, the water would be less than six inches deeper than it is at the 210-foot mark. Consequently, it was not shown how the applicant would gain any particular fishing advantage, in terms of deeper water, by locating the end of his dock some 55 feet waterward of the adjacent docks. Mr. Harp of DER visited the site to determine the water depths referenced above and to determine whether the dock would comply with Chapter 403, Florida Statutes, and the various pertinent rules concerning water quality contained in Chapter 17, Florida Administrative Code. Mr. Harp made a biological appraisal of the site to determine the location and density of seagrass beds and to determine whether the project would adversely affect water quality in Russell Bayou. Seagrasses exist at the site only between approximately 130 and 150 feet waterward of the mean high water mark. The remaining bottom substrate waterward of that point to, including, and beyond the end of the proposed dock is simply bare sand. The dock is narrow enough not to damage seagrasses by shading. Based upon Mr. Harp's uncontroverted expert testimony, it is found that the project will not result in a violation of class III water quality standards and, indeed, no Petitioner disputes that fact. Except indirectly, through navigational impact, the proposed dock does not pose a significant adverse affect on public health, safety, welfare or the property of others. It was not shown that the dock would adversely affect the conservation of fish or wildlife and, indeed, those elements of the "public interest criteria" are undisputed. The proposed dock is considered permanent in nature and will have no significant historical or archeological resource impact. It will not cause a significant adverse effect on fishing values aside from the incidental effect its navigational impact might have on those values. The proposed dock will have some impact on navigation. As shown by Respondent's Exhibit 3, the dock will extend approximately 55 feet more waterward than the existing 210-foot Johnson pier. Although a channel width of four times a boat's length is an adequate margin of safety for an average boat sailed in a competent manner, the fact that the proposed dock would extend 55 feet beyond the extent of the adjacent Johnson dock and the fact, established by Ms. Bass, that there are intermittent shallow sandbar areas which further narrow the channel from the southerly margin of it, reveal that the safe navigational channel is much narrower at the location of the end of the proposed dock, than in other nearby areas. The proposed dock would intersect this narrow "safe channel" at its most constricted point or "pinched area". For this reason, the proposed dock with its length constitutes an impediment to navigation to both the power boat and sailboat navigation described by the Petitioners' witnesses. The pier existing at the westward opening of the cove, although it is 300 feet in length, does not impose an impediment to navigation because the channel is much wider at that point than at the constricted point where the applicant's proposed 265-foot dock would intersect it. The dock would also pose some detrimental effect on the recreational values of the project site to the Petitioners in terms of their passive recreational interest in an unobstructed view. Further, the fact that the dock would infringe on a long-accepted course of travel for boats, which is located some 50 feet or so beyond the end of the existing docks would cause both a navigational and recreational adverse impact in terms of the "public interest criteria" of Section 403.918(2), Florida Statutes. No other adverse impacts would be occasioned by installation of the dock, however, and these adverse impacts can be alleviated if the dock permit were conditioned upon an alteration so that the proposed dock does not extend more than 210 feet waterward of the mean high water mark. The proposed dock will not cause any significant, cumulative or secondary adverse impacts.
Recommendation Having considered the foregoing Findings of Fact, Conclusions of Law, the evidence of record, the candor and demeanor of the witnesses, and the pleadings and arguments of the parties, it is therefore, RECOMMENDED that a Final Order be entered by DER granting the permit sought by Respondent Eckert on the condition that the dock proposed to be constructed, and for which the permit is sought, is restricted to a length of no more than 210 feet waterward of the mean high water mark at the Respondent/applicant's property, including that portion of the dock represented by the terminal platform. DONE AND ENTERED this 2nd day of October, 1991, in Tallahassee, Leon County, Florida. P. MICHAEL RUFF Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, FL 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 2nd day of October, 1991. APPENDIX TO RECOMMENDED ORDER IN CASE NO. 91-1181 Petitioner Richard J. and Judith A. Wittig's Proposed Findings of Facts 1-17. Accepted. Petitioner Robert E. and Suzanne E. Stoyer's Proposed Findings of Fact 1-7. Accepted. Rejected as speculative and not supported by preponderant evidence. Accepted. Respondent DER's Proposed Findings of Fact 1-12. Accepted. Rejected as subordinate to the Hearing Officer's findings of fact on this subject matter and as not entirely supported by preponderant evidence. Accepted. Accepted. Rejected as not supported by preponderant evidence and as subordinate to the Hearing Officer's findings of fact on this subject matter. Rejected as not supported by preponderant evidence and as subordinate to the Hearing Officer's findings of fact on this subject matter. Accepted. Accepted but not itself materially dispositive. Rejected as subordinate to the Hearing Officer's findings of fact on this subject matter. Rejected as subordinate to the Hearing Officer's findings of fact on this subject matter and as not entirely supported by preponderant evidence. Rejected as subordinate to the Hearing Officer's findings of fact on this subject matter and as not entirely supported by preponderant evidence. Accepted. Rejected as subordinate to the Hearing Officer's findings of fact on this subject matter and as not entirely supported by preponderant evidence. Accepted. COPIES FURNISHED: Carol Browner, Secretary Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, FL 32399-2400 Daniel H. Thompson, Esq. General Counsel Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, FL 32399-2400 Richard Coates, Esq. Pat Comer, Esq. Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, FL 32399-2400 Steven E. Quinnell, Esq. JAMES L. CHASE, P.A. 101 East Government Street Pensacola, FL 32501 Robert E. and Suzanne E. Stoyer 5768 Red Cedar Street Pensacola, FL 32507 S.P. and P.A. Gallup 5660 Innerarity Circle Pensacola, FL 32507 E. P. Ericson 5652 Innerarity Circle Pensacola, FL 32507-8300 Philip E. Johnson 5794 Red Cedar Street Pensacola, FL 32507 Richard J. and Judith A. Wittig 11903 Autumnwood Lane Ft. Washington, MD 20744 Robert Eckert, Jr. 4817 Ravine Court Mobile, AL 36608
The Issue The issues to be resolved in this proceeding concern whether the applicant for the dredge and fill permit at issue has provided reasonable assurances that the project involved will comport with state water quality standards and public interest standards for purposes of Section 403.918(1)&(2), Florida Statutes. Specifically, it must be demonstrated that the applicant has provided reasonable assurances that the project is clearly in the public interest for purposes of Section 403.918(2), Florida Statutes, and related rules; whether Citrus County has standing to challenge the project; and whether the Department is required or authorized to enforce the provisions of the Citrus County Comprehensive Plan.
Findings Of Fact Kline filed an application for grant of a permit to construct a private boat dock with a roof, designed to cover a boat, in the Withlacoochee River. The Department has permitting jurisdiction, pursuant to Chapter 403, Florida Statutes, and related rules, inasmuch as the Withlacoochee River is a natural water body designed as Class III waters of the state, as well as an Outstanding Florida Water. The landward extent of the Department's jurisdiction is the wetland line depicted in Kline's exhibits 1 and 2 in evidence and in the testimony of Rose Poynor. The proposed installation consists of a private boat dock with boathouse or cover measuring 22 feet by 43 feet mounted on 12-inch diameter pilings. The boat cover roof would be approximately 14 feet above the surface of the Withlacoochee River at mean high tide. Portions of a presently- existing dock will be removed, leaving behind a walkway and terminal platform 6 feet wide and extending 6.5 feet from the wetland jurisdictional line out to the boat cover facility. The dock presently extends 6.5 feet from the wetlands jurisdictional line riverward. The existing dock shades the shoreline, including a non- jurisdictional area on the top of the bank. Kline proposes to remove a portion of this existing dock consisting of an area 10.75 feet by 12 feet on one side of the line and approximately 10.75 feet by 5 feet on the other side. This will include removing portions of the existing dock landward of the jurisdictional wetland line. The shoreline area that will be exposed upon removal of portions of the existing dock will be replanted with native plant species. The entire length of Kline's shoreline along the top of the existing bank will be cleared of nuisance species and planted with the required number of native plant species delineated in specific condition #18 of the intent to issue. More plants will be planted as necessary in order to maintain a 90 percent survival density of the required plants over a five-year period as specified in specific condition #21. Kline will also grant a perpetual conservation easement to the Department for the entire length of the shoreline extending a minimum of 4 feet waterward from the top of the bank. The conservation easement will insure protection of the planted shoreline and prevent any opportunity of shoreline hardening through construction of a seawall or other structures. The project will be constructed using best management practices for erosion control, including having the pilings driven from a barge over a period of three to five days so as to minimize the generation of turbidity. A floating turbidity curtain will also be used so as to surround the entire project area to prevent migration of turbidity off the site and which will not interfere with navigation. The total construction time is estimated to be three weeks. During construction, specific actions will be taken to avoid any impacts to manatees traveling the Withlacoochee River near the property. A turbidity curtain will not block manatee entry or exit from essential habitat and will be made of material in which manatees cannot become entangled or injured. Boats in the project area will operate at "no wake/idle speeds" at all times. Upon the sighting of a manatee, all construction activities will cease until the manatee has left the project area. Logs and details of manatee sightings will be maintained and reported to the Department's Marine Mammal Section. During construction, temporary signs will be installed and maintained; and after completion of the project, permanent signs and a permanent informational display will be located in areas specified by the Department's Marine Mammal Section. The specific actions to be taken to avoid impacts to Manatees during construction were developed by the Department's Marine Mammal Section and are imposed on the proposed project in specific condition #13 of the intent to issue as a condition upon a grant of the permit, and Kline has agreed to these conditions. Kline's property is located on the Withlacoochee River in Inglis, Levy County, Florida. The proposed project extends waterward of Kline's shoreline and the waterward portion of the project is located within the boundaries of Citrus County. Kline's property is approximately 7 to 8 miles from Yankeetown, which is downstream on the Withlacoochee River from Inglis. Yankeetown is located on the lower reaches of the Withlacoochee River near the point where it enters the Gulf of Mexico. The U.S. 19 Highway bridge is 900 to 1,000 feet upstream of the Kline property. Kline's shoreline is relatively steep with areas of exposed limestone. Vegetation along that shore consists of red maple, laurel oak, and other identifiable wetland species. Water depth drops off relatively quickly varying from 6 to 10 feet at the edge of the existing dock. The river is approximately 121.5 feet wide at the project site. The project's construction will extend approximately 21.7 percent of the width of the river at the project site after completion. On the opposite shore from the Kline property and project site, there is also a boat dock with a small boat basin which was dredged landward into the river bank at some time in the past. On the opposite shoreline, a fallen log projects into the river which does impede navigation to some extent on that side of the river but it is an easily removable obstruction. The log presently remains just below the water surface at high tide. The Cross Florida Barge Canal and spillway are located approximately 2 miles upstream from the Kline property and eastward from the U.S. 19 bridge. An island exists in the river around a bend downstream from the Kline property. The island prevents the passage of boats larger than 16-foot beam around the island and upriver toward the Kline property. The Withlacoochee River is a slow-moving, tannic-acid tinged river and historically was extensively shaded by a tree canopy. In the last half century or so, many of the trees have been removed to accommodate shoreline development which is characterized primarily by vacation homes, weekend retreats, and retirement homes with attendant docks, boathouses, seawalls, and similar private river and boat access facilities serving residential owners. The docks and boathouses existing in the river occur on both sides of the river from the Gulf of Mexico up at least as far as the U.S. 19 bridge. The historical character of the river has thus changed in the last several decades such that extensive numbers of docks, seawalls, boathouses and residences presently characterize the river margin. Water Quality Impacts The water quality impacts of this project will be minimal. The dock and boathouse installation will be placed upon pilings inserted into the river bottom. Installation of the pilings during construction will cause some temporary turbidity. The temporary turbidity that may be occasioned as a result of installation of the pilings will last only a few days at most, and a turbidity curtain will be used to control the turbidity, to prevent it from disbursing over a large area of the river. Turbidity curtains are a well- recognized, proven method for minimizing short-term water pollution violations due to turbidity occasioned by the setting of pilings for such projects. Requiring the applicant to re-vegetate the shoreline and maintain the natural vegetation will enhance natural shoreline pollution up-take processes, as well as erosion prevention. Water quality will be maintained, therefore, and possibly improve somewhat at the site after the re-vegetation of the shoreline and littoral margin. No other water quality parameters were shown to be potentially violated by the installation proposed. So long as no boat maintenance operations which involve the potential spillage of oils and greases, solvents, or bottom paint into the water are practiced, no violations were shown to potentially occur. The permit, if granted, should be restricted against such activities. Public Interest Standards and Considerations The issues and inquiry concerning the public interest standards as to this project related to the question of impacts on recreational uses of the river and navigational uses, as well as the issue of any impacts on manatees. The Department's biology expert, as well as manatee experts presented by the Intervenor, established that the Withlacoochee River is frequented by manatees, but is not a warm-water habitat for manatees. Manatees use the Withlacoochee River during the spring and summer months, but rarely during the winter because it is not a warm-water habitat. The river has been designated as an essential habit for manatees, however. This means that the area is used by them as a food source and as a breeding and rearing area. Although manatees have been seen throughout the length of the river and the immediate vicinity of the project site, the animals mostly use the estuarine mouth or lower reaches of the river. The project on the Kline property is approximately 8 miles upstream from the mouth of the river. There is no question that boats pose definite hazards to manatees through striking manatees with boats and propellers. Boats have been the cause of manatee deaths in Citrus County in the past. Manatees are an endangered species. The Withlacoochee River currently has speed zone regulations involving the requirement of boat operation with no wake, and Citrus County imposes certain dock design criteria on residents seeking to construct new boat docks. The Intervenor's manatee experts participated in the development of these dock design criteria and agree that general adherence to these criteria minimizes potential impacts on manatees. The expert witnesses produced by the Intervenor were mainly concerned with projects of this type causing possible impacts on manatee travel patterns if the dock projects too far from the shore, as well as potential loss of food sources from shading of the water bottom and the question of attendant boats adhering to speed zone regulations. The evidence establishes that the proposed dock will not exceed in a significant way the dock design criteria which the manatee experts agree would minimize any potential impacts on the animals. The experts testifying for the Intervenor had never visited the proposed project site and are unable to do more than make general observations and conclusions regarding any potential adverse impacts to manatees that the proposed project might have. One of the Intervenor's witnesses agreed, however, that the removal of portions of the existing dock structure would help revitalize aquatic vegetation to increase sunlight penetration which would benefit shoreline vegetation and the manatee habitat. The proposed project was shown not to affect manatee travel patterns and it will not have adverse shading impacts on aquatic vegetation due to the design of the facility, which will allow maximum sunlight penetration of the water column. Appropriate speed zones will be maintained during and after construction with the aid of signage warning Kline and the boating public of the need to adhere to "manatee friendly" boat operation practices. The testimony of both Kline and the Petitioner's witnesses establishes that both residents along the river and visitors frequently boat on the Withlacoochee River and there is a significant amount of boat traffic. Certain geographical restrictions such as river width, already existing dock and boathouse structures, the U.S. 19 Highway bridge, and the island between the Kline's property and the mouth of the river at Yankeetown act to limit the size of boats that can traverse this section of the river, as well as their speed. The witnesses agreed that two 16-foot beam boats could safely pass each other in front of the Kline dock even after completion of the project. The proposed project will be visibly marked with reflectors around its entire parameter with a minimum of one reflector on each piling as required by specific condition #15 in the intent to issue the proposed permit. Testimony from licensed boat captains presented by both the Petitioner and Kline establishes that reflectors are a normal requirement and are adequate for structures of this type and size. Kline presented evidence from a longtime native of Inglis, Bill Hart, that a structure with similar dimensions to the proposed project is located in the river at a point where the river is only 95 feet wide, significantly narrower than the width at the project site and yet does not obstruct navigation. That structure also is marked with reflectors and was shown not to pose a hazard to navigation. Witnesses adduced by Petitioner expressed concern that during high tide, the Kline's boat would be moored outside the boat cover and further decrease the river width available for navigation. The evidence showed, however, that Kline's boat would only be moored at the designated mooring location as required by specific condition #14 of the intent to issue. If necessary, Kline will be required to move the boat and anchor it down the river in an area of sufficient width if it should prove that his boat cannot be accommodated under the boat cover during some high tide conditions. Petitioner's witnesses also expressed concern that boats could not turn around in front of the Kline property when the installation is completed. The evidence showed, however, that boats can travel downstream and turn at the island or travel upstream to the U.S. 19 bridge. The U.S. 19 bridge pilings are approximately 20 feet apart which allows easy boat passage between them. The presence of Kline's boat will not represent any increase in boating traffic on the river. The previous owners of the same property used an existing dock to moor their boat. The evidence establishes that the proposed project will not cause a serious impediment to navigation more than is already the case and will not constitute a navigational hazard. The Petitioner's witnesses also expressed fears concerning reduction in the aesthetic quality of the view of the river and its banks. The river still enjoys some portion of tree canopy but is now largely characterized by man-made structures along both banks. Most residents in the vicinity of the Kline property already have docks, seawalls and/or boathouses. The installation of the proposed dock and boathouse or cover will not in any significant degree further impair the aesthetic quality of the view of the river and its banks from its present character. Cumulative Impacts Testimony from the Intervenor's expert witnesses showed concern regarding cumulative impacts of the proposed project on manatees and the "precedent" of granting Kline a permit. The Intervenor's witness feared that many people would apply for more boat docks on the Withlacoochee River and that Kline's project would set a bad precedent, if granted, as to cumulative impact. No evidence was presented to substantiate these concerns, however, and there was no showing that more such permit applications are pending before the relevant regulatory agency. The Department's expert witness established that no cumulative impacts could be expected from this project with regard to water quality, as well as the various public interest standards embodied in Section 403.918(2),(1-7), Florida Statutes. The Department itself has not received any other applications for similar projects in the vicinity.
Recommendation Having considered the foregoing Findings of Fact, Conclusions of Law, the evidence of record, the candor and demeanor of the witnesses, and the pleadings and arguments of the parties, it is RECOMMENDED that a Final Order be entered by the Department of Environmental Protection directing that the Respondent/applicant, William Kline's application for the above-referenced dock terminal platform and boat cover be granted under the conditions found hereinabove and contained in the intent to issue. DONE AND ENTERED this 29th day of November, 1993, in Tallahassee, Florida. P. MICHAEL RUFF Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, FL 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 29th day of November, 1993. APPENDIX TO RECOMMENDED ORDER, CASE NO. 93-264 Petitioner's Proposed Findings of Fact The Petitioner does not state separate proposed findings of fact. Any proposed factual findings are inextricably entangled with extensive argument on the quantity and quality of testimony and other evidence and attempts to argue the Petitioner's position from the standpoint of documents referenced in the proposed findings of fact without an indication whether those documents are admitted into evidence or not. The Recommended Order can only be based upon testimony and evidence actually admitted and subject to cross-examination at hearing. The relevant and material issues raised in this case are delineated in the Recommended Order and have been fairly addressed and ruled upon and to the extent that the Petitioner's proposed findings of fact are in agreement with the findings of fact enunciated by the Hearing Officer, they are accepted. To the extent that they are not they are subordinate thereto and not supported by preponderant evidence and are rejected. Citrus County (Intervenor) Proposed Findings of Fact 1. Accepted to the extent not inconsistent with the findings of fact made by the Hearing Officer concerning standing. 2. Accepted to the extent not inconsistent with the findings of fact made by the Hearing Officer concerning standing. 3-7. Accepted. 8. Rejected, as irrelevant and immaterial. This is a de novo proceeding and the evidence adduced by a party, including the Department of Environmental Regulation, now known as the Department of Environmental Protection, at hearing and subject to cross-examination, is the only evidence or information upon which findings of fact and conclusions of law may be made. 9-10. Rejected, as irrelevant and immaterial. This is a de novo proceeding and the evidence adduced by a party, including the Department of Environmental Regulation, now known as the Department of Environmental Protection, at hearing and subject to cross-examination, is the only evidence or information upon which findings of fact and conclusions of law may be made. 11. Rejected, as not in accord with the preponderant weight of the evidence and for the reason that these are de novo proceedings and the quantity, quality, and credibility of testimony and evidence adduced at hearing is the basis for findings of fact and conclusions of law adjudicating this proceeding. 12. Rejected, as not in accord with the preponderant weight of the evidence and for the reason that these are de novo proceedings and the quantity, quality, and credibility of testimony and evidence adduced at hearing is the basis for findings of fact and conclusions of law adjudicating this proceeding. 13-14. Rejected, as immaterial and irrelevant in this de novo proceeding involving Chapter 403, Florida Statutes, and rules promulgated thereunder. Accepted, but not itself materially dispositive of the issues to be adjudicated in this proceeding. Accepted, but not materially dispositive of the issues material and relevant to adjudication of this proceeding. Rejected, in accordance with the ruling on motion in limine in this proceeding as immaterial, as not supported by the preponderant weight of the evidence and subordinate to the Hearing Officer's findings of fact. The competent, substantial evidence of record adduced at the hearing shows that the water quality considerations and public interest considerations embodied in Section 403.918(1)&(2), Florida Statutes, Section 403.919, Florida Statutes, and rules promulgated thereunder will be complied with by the project, as it is described in the evidence adduced at hearing. Rejected, as contrary to the preponderant weight of the credible evidence. Respondent Kline's Proposed Findings of Fact Any proposed findings of fact contained in the "Recommended Order" submitted by Respondent Kline cannot be separately and independently ruled upon. The document denominated "Recommended Order" submitted by Respondent Kline contains discussion and argument concerning the quantity and quality of the testimony in evidence, legal argument and, at best, is a discussion of the testimony of various witnesses, rather than coherent proposed findings. Therefore, the proposed findings of fact submitted by Respondent Kline to the extent they are proposed findings of fact are rejected as being incapable of coherent, cogent, separate rulings. Respondent Department of Environmental Regulation's Proposed Findings of Fact The proposed findings of fact submitted by the Department of Environmental Regulation, now known as the Department of Environmental Protection, to the extent they are consistent with the proposed findings of fact of the Hearing Officer are accepted. To the extent that those proposed findings of fact are inconsistent with those made by the Hearing Officer on the same issues and subject matter, they are rejected as being subordinate thereto or immaterial or not in accord with the preponderant weight of the evidence. COPIES FURNISHED: Mrs. Sarah Berger Post Office Box 83 Inglis, Florida 34449 William A. Kline, Jr. 398 South Inglis Avenue Inglis, Florida 34449 Francine M. Ffolkes, Esquire Department of Environmental Protection 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Richard W. Wesch, Esquire Assistant County Attorney 107 North Park Avenue, Suite 8 Inverness, Florida 34450 Virginia B. Wetherell, Secretary Department of Environmental Protection 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Kenneth Plante, Esquire General Counsel Department of Environmental Protection 2600 Blair Stone Road Tallahassee, Florida 32399-2400
The Issue The issue in the case is whether the Petitioner should be granted an environmental resource permit and authorization to use sovereign submerged lands for construction of an extension to an existing multi-family residential docking facility.
Findings Of Fact The Petitioner, Bay Oaks Circle Association, Inc., represents the 20 property owners of the Bay Oaks Circle subdivision. Bay Oaks Circle borders on Lemon Bay. Lemon Bay is a Class II Outstanding Florida Water. Lemon Bay is also an aquatic preserve and a designated state "Special Water." The Lemon Bay aquatic preserve is recognized for its water quality and resources. To protect the resources, special standards are applicable to review of permits for aquatic activities. The Petitioner's existing dock was permitted in the 1970's. The dock has four slips and extends approximately 100 to 120 feet from the shoreline into water depths of approximately one to one and a half feet at low tide. The dock attaches to the shoreline from a 45.5-foot wide easement owned by the Petitioner. There is evidence of prop dredging in the existing mooring area. The existing mooring area has little natural value as a water resource. Initially, the proposed dock was to extend another 120 feet (for a total extension of 220-240 feet) into deeper water approximately three to three and a half feet at low tide and would accommodate a mooring area for eight slips. In the area of the proposed dock, most of Lemon Bay is about three and a half feet deep at low tide. The application was subsequently amended to provide an extension of 112 feet for a total length of 199.5 feet, with six boat slips. The final proposal provided for a 104 feet long by three feet wide access walkway. Two 16 feet long by two feet wide "finger" piers would extend from the walkway. The end of the walkway would terminate in a dock platform 8 feet by 20 feet wide. The total square footage of proposed structure over water is 536 square feet. The proposed mooring areas are defined by mooring pilings place into the bay bottom. The applicant seeks a sovereign submerged land lease to permit the preemption of 2,219 square feet of submerged bottom land. Because the proposed dock exceeds 500 square feet in an Outstanding Florida Water, a standard environmental resource permit must be obtained before the proposal can be constructed. Two of the proposed mooring slips are over seagrasses. Additionally, two shallow areas located nearby contain seagrasses. Seagrasses provide the basis of the food chain in the waters. Adverse impacts to seagrass beds negatively affect marine productivity, as well as the fishing and recreational values of the waters. The proposed dock expansion poses a threat to the seagrass beds at the mooring slips and in the shallow areas near the shoreline and to the east of the proposed dock. Although the proposed dock extension does not appear to directly impede a marked navigation channel, review of the bay bottom suggests that boats currently navigate in the proposed mooring area to avoid a shallower nearby shoal. It is likely that the proposed dock expansion would result in diversion of boat traffic into the seagrassed area of the shallower waters. Section 373.414(1), Florida Statutes, sets forth the review criteria used in consideration of a permit application when the proposed activity occurs in an Outstanding Florida Water. The Petitioner offered no evidence to establish that the permitting criteria set forth at Section 373.414(1), Florida Statutes, have been met. The proposed multi-family docking facility requires issuance of a sovereign submerged land lease before the facility can be constructed. Sovereign submerged land leases are reviewed according to the size of the proposed facility and the quality of the lands to be impacted by construction and operation. Submerged land is classified according to resource quality into "Resource Protection Areas (RPA)" to permit appropriate application review. An RPA I is an area of fragile, easily-damaged marine resources such as coral beds or seagrasses, that require the highest level of protection. An RPA II is an area or seagrasses or benthic animals which, while not as fragile as an RPA I, still require substantial protection. An RPA III is an area of sand that contains fewer marine resources than an RPA I or II. The seagrassed areas near the proposed docking facility are classified as an RPA I. The areas near the proposed docking facility contain less seagrass, but have substantial evidence of benthic anumals, and are classified as RPA II. According to the parties, the Petitioner must meet a "ten to one" rule to obtain a permit. In the alternative, the Petitioner may qualify for a lease if the proposed facility does not exceed the maximum square footage permitted for a single- family dock. The ten-to-one criteria provides that the total dock structure may not preempt more than ten times the linear footage of the property owner's shoreline, in which case a lease may be issued. In this case, the shoreline is 45.5 feet, resulting in a permissible preemption of 455 square feet. In this case the applicant proposes to preempt 2,219 square feet. According to the credited testimony of the Respondent’s witness, the single-family dock methodology does not qualify the proposed dock for permitting. Although a number of hypothetical dock proposals were discussed at the hearing, the hypothetical proposals are not included in the permit application. There is no evidence that the agency gave any formal consideration to hypothetical proposals prior to the hearing. At the hearing, the Petitioner proposed that the applicable rules be waived to allow the permit and lease to be issued. Specifically, the Petitioner proposed that the permitting criteria be waived as to dock design and minimum square footage. There is no credible evidence to support waiver of applicable statutes and rules in this case.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is recommended that the Department of Environmental Protection enter a final order denying the application for the proposed dock extension filed by the Bay Oaks Circle Association, Inc. DONE AND ENTERED this 16th day of July, 1999, in Tallahassee, Leon County, Florida. WILLIAM F. QUATTLEBAUM 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 16th day of July, 1999. COPIES FURNISHED: Barry L. Dasher Bay Oaks Circle Association, Inc. 3075 Bay Oaks Circle Englewood, Florida 34223 Francine M. Ffolkes, Attorney Department of Environmental Protection Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Richard G. Perkins 4005 Bay Oaks Circle Englewood, Florida 34223 Kathy Carter, Agency Clerk Office of the General Counsel Department of Environmental Protection Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 F. Perry Odom, General Counsel Department of Environmental Protection Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000
The Issue The issues to be determined are whether Respondent Roy Voss is entitled to an exemption from the requirement to obtain an Environmental Resource Permit (“ERP”) and entitled to “consent by rule” to use sovereignty submerged lands to install five mooring pilings next to his existing dock in Stuart, Florida.
Findings Of Fact The Parties Petitioner Pirtle is the owner of real property located at 4622 Southeast Boatyard Drive, Stuart, Florida. The property includes a dock that has been operating as a commercial marina for over 20 years. Respondent Voss is the recipient of the authorizations which are challenged by Petitioner. Voss owns the real property located at 4632 Southeast Boatyard Drive, Stuart, Florida, which is located immediately south of Petitioner’s property. Voss has a private dock. The Pirtle and Voss properties are riparian lots on Manatee Pocket, which connects to the St. Lucie River. Both lots have 50 feet of waterfront. The Department is the state agency with the power and duty to regulate construction activities in waters of the state pursuant to chapter 373, Florida Statutes. The Department also serves as staff to the Board of Trustees of the Internal Improvement Trust Fund (“Board of Trustees”) to review and act on certain construction activities on state sovereignty submerged lands under chapter 253. The Pirtle and Voss Docks The Pirtle dock is 101 feet long and is T-shaped. The Pirtle marina operates under a 1991 sovereignty submerged land lease issued by the Board of Trustees. The lease authorizes up to ten boat slips within the leased area. Pirtle has five boat slips on the south side of his dock, which are configured so that boats are moored perpendicular to the dock, usually with their bows pointed toward the Voss dock. The Voss dock is 120 feet long and has an L-shaped waterward end. The “L” extends to the south, away from the Pirtle dock. The Voss dock was built sometime after the Pirtle dock. Voss has moored several boats at his dock, including a 26-foot Grady White with an 8.5-foot beam, a 38-foot boat with a 15-foot beam, and a 42-foot boat a 15-foot beam. The 38-foot and 42-foot boats have each been moored along the north side of the Voss dock (nearest the Pirtle dock) in the past. The parties did not dispute the location of an imaginary “riparian line” running parallel to and generally equidistant between the Pirtle and Voss docks. Before Voss installed the five pilings which are the subject of this case, boats maneuvering into or out of the slips that are on the south side of the Pirtle dock (“the south slips”) often crossed over the riparian line. The Mooring Pilings On August 29, 2012, Voss applied for the authorizations to install five mooring pilings spaced 20 feet apart on the north side of and parallel to his dock. Voss said he intended to use the pilings to moor a new 38-foot boat with a 15-foot beam. Voss could use three pilings to moor a 38-foot boat. The mooring pilings are also farther from Voss's dock than needed to moor a boat with a 15-foot beam. Voss originally proposed to install the pilings on the riparian line. The Department reviewed the proposal and asked Voss to set the pilings back about three feet farther away from the Pirtle dock. The Department issued the authorizations to Voss on October 25, 2012, and he installed the five mooring pilings where the Department directed him to, about three feet inside the riparian line and 20 feet from his dock. The closest distance between the T-shaped end of the Pirtle dock and the nearest mooring piling is about 8.5 feet. Therefore, only boats with a beam (maximum width) less than 8.5 feet can pass this point when attempting to maneuver into or out of the south slips. Pirtle found out about the Voss pilings early in December 2012. He filed his petition for hearing with the Department on December 20, 2012. The timeliness of the petition was not disputed. The authorizations were issued by the Department without first conducting a site inspection to determine what effect the mooring pilings would have on the ability of boats to maneuver into and out of Pirtle’s south slips. After Pirtle filed his petition, four Department employees went to the site in a 21.5-foot boat with a beam of about 7.8 feet. The pilot of the boat, Jason Storrs, had difficulty maneuvering into and out of Pirtle’s south slips and had to be assisted by the other Department employees who stood in the boat and pushed off from the pilings. Without their assistance, the boat would have bumped into the pilings. An inexperienced boater would have greater difficulty attempting to enter or leave one of the south slips. It would be more difficult to maneuver a boat in or out of one of the south slips if Voss had a boat moored along the pilings. In windy and choppy water conditions, a person attempting to maneuver a boat into one of the south slips would risk damage to the boat and possible injury. The proximity of the mooring pilings to the slips on the south side of the Pirtle dock creates an unsafe condition. It is the practice of the Department to treat boating conditions that create a potential for damage to boats and injury to boaters as a “navigational hazard.” Voss's mooring pilings create a navigational hazard. The difficult and unsafe situation created by the mooring pilings would be obvious to boat owners considering whether to lease one of the south slips at the Pirtle marina. The south slips would be unattractive to potential customers of the marina. Pirtle’s ability to operate the south side of his marina is substantially impaired by Voss's pilings.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Environmental Protection deny the exemption and consent by rule. DONE AND ENTERED this 27th day of September, 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 27th day of September, 2013.
Findings Of Fact Respondent Trevey is constructing condominium units on property adjacent to Oyster Creek in Charlotte County, and seeks to develop waterfront facilities for the use of condominium residents. Oyster Creek is a navigable stream flowing into Lemon Bay and thence into the Gulf of Mexico. The proposed site of Dock No. 1 is along the south bank of Oyster Creek in that portion of the stream which constitutes the main channel. Dock No. 2 would be located on a branch or loop off the main channel. The pedestrian bridge would cross this stream near the proposed site of dock No. 2 and would be part of a nature walk on Respondent Trevey's property situated on the south bank of the main channel. At some earlier time the stream was altered by the dredging of a canal which became the main channel and created the island which is the proposed site of the nature walk. In addition to this canal which forms a portion of the main channel, a network of smaller canals has been constructed on the north side of Oyster Creek, generally across from the sites of the construction proposed herein. These canals provide water access for homeowners in this area. Respondent Trevey observed some 92 boats moored in these canals. The main channel of Oyster Creak provides boater access to Lemon Hay and the Gulf of Mexico. Construction of proposed Dock No. 1 in this channel would therefore affect navigation to some degree. Dock No. 1 has a proposed length of 300 feet and a width of 4 feet. The dock would be built two to three feet away from the south bank of Oyster Creek, thus extending about six feet into the channel. The dock would be used to moor boats, on a "parallel parking" basis. Assuming a boat width of eight feet and proper mooring, protrusion into the stream would be approximately fourteen feet. Creek width in the Dock No. 1 site is about sixty feet. The water is shallow and varies with the seasons and tides. Navigation near the north bank opposite the Dock No. 1 site is not possible due to the presence of a large oyster bed. Therefore boat operators tend to maneuver their craft on the (proposed) dock side of the creek center line. The distance from the deepest part of the creek to the south bank where Dock No. 1 would be located averages about 33 feet. The proposed dock and moored boats would take up nearly half of this distance. Since boaters must stay near the deepest part of the channel, as well as avoid the oyster bed on the north bank, navigation around the dock and moored boats could prove difficult. A hazardous situation could occur when boats were passing in opposite directions in the dock area or when any Dock No. 1 boats were improperly moored. Operation of powerboats in the vicinity of Dock No. 2 is not feasible due to shallow waters nor is this branch of the stream utilized for access to open water. Therefore, construction of Dock No. 2 would not impede navigation. The presence in the area of a paved road, bridges, an industrial park, Petitioner's boat ramp and numerous canals contribute to degradation of water quality, disruption of wildlife and soil erosion. Studies made by Respondents established that water quality would not be further degraded by construction of the proposed facilities, nor would any wildlife or vegetation be significantly disturbed. The facilities are designed and located to avoid creating or contributing to soil erosion.
Recommendation From the foregoing findings of fact and conclusions of law it is RECOMMENDED that the Department of Environmental Regulation issue a permit to Howard Trevey for the construction of the proposed pedestrian bridge, nature walk and Dock No. 2, but deny that portion of the application pertaining to the proposed Dock No. 1. DONE and ORDERED this 5th day of April, 1982, in Tallahassee, Florida. R. T. CARPENTER, Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 5th day of April, 1982. COPIES FURNISHED: William A. Makela 2642 Titania Road Englewood, Florida 33533 Richard L. Smith, Esquire 2070 Ringling Boulevard Sarasota, Florida 33577 Charles G. Stephens, Esquire Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida Victoria Tschinkel Secretary Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301
The Issue Whether Sam Patterson’s proposed dock project is exempt from the need to obtain an Environmental Resource Permit (ERP) from the Department of Environmental Protection (Department) under Florida Administrative Code Rules 40E-4.051(3)(c) and (d).
Findings Of Fact The Parties Mr. Scully resides at 941 Brookdale Drive, Boynton Beach, Florida, Lot 16, adjacent to and south-southeast of Mr. Patterson's residential property. The northern or rear portion of Mr. Scully's lot borders on an artificial canal that is designated a Class III water by Department rule. He does not have a dock per se; he moors his boat against and parallel to a narrow concrete area (and his lot line), separated by buffering material. Mr. Patterson, the applicant, owns the property at 930 Brookdale Drive, Boynton Beach, Florida, Lot 15. Lot 15 is north-northwest and adjacent to Mr. Scully’s property. This residential property is currently leased to others. The residential property (Lot 14) adjacent to and north-northeast of Mr. Patterson's lot is apparently owned by an individual named Meloche. The Department has the jurisdiction to determine whether the proposed project is exempt from ERP requirements. The Proposed Project On or about September 13, 2004, Mr. Patterson filed an application requesting an exemption to replace an existing five- foot by 21-foot (105-square feet) marginal dock in the same location, configuration, and dimensions as the existing dock. He also requested an exemption to install a five-foot by 16-foot (80-square feet) wooden finger pier extending perpendicular to and from the middle of the existing marginal dock. As of the final hearing, the project has been revised such that the wooden finger pier will extend 11.8 feet (rather than 16 feet) and perpendicular from the middle of the marginal dock. Mr. Patterson changed the length of the finger pier to comply with City regulations, which are not at issue in this case. The “Site Plan” is attached to the Department’s Notice of Determination of Exemption. (JE 1). The “Site Plan” shows a one-story residence on Mr. Patterson's Lot 15. The front of the lot measures 100 feet, whereas the rear of the lot (that abuts the canal on the easternmost portion of the lot) is 50 feet in length from south to north. The seawall is one-and-one-half feet in width. The existing marginal dock abuts the seawall running south to north and is 21 feet long and five feet wide. Small concrete platforms abut the marginal dock on the south and north. The Department reviewed the original application and on October 13, 2004, advised Mr. Patterson, in part, that his project was exempt from the need to obtain an ERP under Florida Administrative Code Rules 40E-4.051(3)(c) and (d). The Department had not reviewed the change to the project prior to the final hearing. See Finding of Fact 5. Lots 16, 15, and 14 are situated as a cul-de-sac (semi- circle) with the canal north of Lot 16, east of Lot 15, and south of Lot 14. Lot 14 is across the canal from Mr. Scully's Lot 16. There are five properties on each side of the canal, running west to east. The artificial canal runs directly east from Mr. Patterson’s property for an uncertain distance to the Intracoastal Waterway (ICW). Mr. Patterson’s property (Lot 15) is the western end-point for this canal. Mr. Patterson’s eastern property line (fronting the canal) is 50 feet in width. However, the precise width of the canal between Lots 14 and 16 is unclear. Ms. Smith reports (in her site inspection report of March 3, 2005 (JE 3)) that the canal is approximately 50 feet wide. Mr. Patterson testified that Karen Main with the City of Boynton Beach advised him that the consensus opinion of City employees reviewing the issue was that the canal measured 66 feet in width. There appears to be some widening of the canal east of Mr. Patterson’s property line and then the canal appears to straighten-out as it proceeds to the east to the ICW and past the easterly property lines for Lots 14 and 16. See (JEs 1-site plan; 5-aerial). The weight of the evidence indicates that the canal, between Lots 14 and 16, is approximately 60 to 66 feet wide. See, e.g., id. In the past, the prior owner of Lot 15 (Mr. Patterson's property) moored a boat at and parallel to the marginal dock, which means that the bow, for example, faced Lot 14 and the stern faced Lot 16. Mr. Patterson currently owns a 16-foot boat that he wants to moor at the marginal dock. However, he feels that it is unsafe to do so, particularly if Mr. Scully’s boat drifts. Meloche (Lot 14 to the north) has a fixed boatlift, which allows for the elevation of a boat out of the water, with the bow facing west toward and in front of the northern end of Mr. Patterson’s seawall. (JE 4). Mr. Scully moors his boat parallel to the shoreline of Lot 16 and perpendicular to Mr. Patterson’s 50-foot eastern seawall and property line. (JEs 4 and 6). Mr. Scully’s seawall intersects Mr. Patterson’s seawall such that when Mr. Scully’s 22-foot boat is moored at his seawall, it is also in front of the southern end of Mr. Patterson’s seawall. Id. When Mr. Scully’s boat is tightly moored at his seawall, it does not interfere with or block Mr. Patterson’s marginal dock. (JE 6). However, when Mr. Scully’s boat is loosely moored, it drifts toward the center of the canal in front of Mr. Patterson’s marginal dock. (JE 4). With no boat moored at the marginal dock, Mr. Scully is able to freely maneuver his boat to his seawall with limited “backing” of his boat required (stern first). With a boat consistently moored at Mr. Patterson’s marginal dock, Mr. Scully would have to back into his area beside his seawall in order to avoid colliding with that boat. Mr. Patterson’s finger pier would enable him to safely moor a boat perpendicular to the marginal dock. Centering the finger pier at the marginal dock is likely to make it easier for Mr. Patterson and Mr. Scully to navigate to their respective mooring areas, depending on the size of the boats moored by Mr. Patterson and Mr. Scully. (The Department, in reviewing similar exemption requests, does not consider the type and size of the boat(s) to be moored at the proposed dock or adjacent mooring site.) It is preferable for the boats to be moored, in this location, stern first, with the bow facing down the canal from the wake of the boats traveling in the ICW. Centering the finger pier at the marginal dock and mooring Mr. Patterson’s boat on the north side of the finger pier is likely to enable Meloche, Mr. Patterson, and Mr. Scully to moor their boats parallel to each other and avoid collisions.1 Placement of the finger pier at the northern end of the finger pier, while favored over the proposed location by Mr. Scully, is likely to interfere with Meloche’s use of his property and boatlift. With the finger pier centered on the marginal dock and a boat moored to the north, Mr. Scully can maneuver his boat to his seawall by “backing in” stern first. An experienced boater can accomplish this task in two to three maneuvers. Mr. Scully is an experienced boater and has lived on the canal for approximately eight years. Shortening the finger pier from 16 feet to 11.8 feet will not affect Mr. Patterson’s ability to safely moor a boat on the northern side of the finger pier. The Challenge Mr. Scully contends that the placement of the wooden finger pier and the mooring of a sizable boat on the proposed finger pier will interfere with his ability to navigate in and out of the canal in or around his property, and necessarily interfere with his ability to moor his boat adjacent to his property. He also contends that the marginal dock and the finger pier are two docks, not one. Resolution of the Controversy Replacement of the existing marginal dock will consist of replacing the decking and using the existing pilings. The existing marginal dock is currently functional. Reconstruction of the marginal dock and construction of the finger pier will be done by a licensed marine contractor. The licensed marine contractor will use best management practices to avoid water quality problems in the canal during construction. Construction of the proposed project is not expected to adversely affect flood control or violate water quality standards. The proposed project will not impede navigation. But see Endnote 1.
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 concluding that Mr. Patterson’s proposed dock project, as revised, is exempt from the need to obtain an ERP. DONE AND ENTERED this 14th day of April, 2005, in Tallahassee, Leon County, Florida. S CHARLES A. STAMPELOS 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 14th day of April, 2005.
The Issue The issue in this case is whether Respondents Paul Crum, Sr., and Paul Crum, Jr. (the "Crums"), are entitled to the Noticed General Permit issued by the Department of Environmental Protection ("Department") for the construction of a single- family residential dock and associated structures.
Findings Of Fact Background The Crums are the owners of the riparian property located at 15696 Shark Road West, Jacksonville, Florida. The Crum property is adjacent to Pumpkin Hill Creek, which lies within the Nassau River-St. Johns River Marshes Aquatic Preserve. Extending from the Crum property into Pumpkin Hill Creek is an existing wood dock approximately 90 feet long and four feet wide, with a platform near the landward end of the dock. Petitioner Brooks owns the property immediately adjacent to and north of the Crum property. Petitioner Brooks has a dock and boat lift. Petitioner Cole owns the property immediately adjacent to and southeast of the Crum property. The Cole property is located on a salt marsh and has no dock. Petitioner Jones lives approximately 3,200 feet north of the Crum property, on a tributary to Pumpkin Hill Creek. Petitioner Jones has fished Pumpkin Hill Creek and the surrounding waters for over 25 years. Noticed General Permits are a type of environmental resource permit granted by rule for those activities which have been determined to have minimal impacts to water resources. Florida Administrative Code Rule 62-341.427 grants by rule a general permit to construct a single family pier, along with boat lifts and terminal platforms, provided certain specific criteria are met. In August 2005, the Crums applied for a Noticed General Permit to extend their existing dock into deeper water. The Department issued a Notice of Determination of Qualification for Noticed General Permit, but later rescinded the authorization after Petitioner Brooks complained to the Department that the landward end of the existing dock is located only 21 feet from her property boundary and, therefore, did not comply with Florida Administrative Code Rule 18-21.004(3)(d), which requires that a dock be set back a minimum of 25 feet "inside the applicant's riparian rights lines." In November 2005, the Crums re-applied for a Noticed General Permit. Their revised plans called for removal of the existing dock and construction of a new dock extending approximately 255 feet out into Pumpkin Hill Creek. The proposed dock would be located a minimum of 25 feet inside the Crums' riparian rights lines. On December 6, 2005, the Department issued a Notice of Determination of Qualification for a Noticed General Permit for the revised dock, stating that the project satisfied the requirements of Florida Administrative Code Rule 62-341.427, as well as the conditions for authorization to perform activities on state-owned submerged lands set forth in Florida Administrative Code Rule 18-21 and for activities in an aquatic preserve under Florida Administrative Code Rule 18-20. In April 2006, Petitioners filed three petitions for hearing with the Department alleging that the proposed dock significantly impedes navigation by restricting access to a tidal creek and extends more waterward than necessary to access a water depth of (minus) -4 feet at mean low water, which is prohibited for docks in aquatic preserves under Florida Administrative Code Rule 18-20.005(3)(b)3. Petitioners attached to their petitions a copy of a bathymetric survey showing the elevations of the submerged lands in the vicinity of the proposed project. In response to the information contained in the survey, the Crums revised their plans to shorten the dock to its currently proposed length of 186.56 feet. A new Notice of Determination of Qualification for a Notice General Permit was then issued by the Department on October 16, 2006. The final dock project consists of: (a) removal of the existing wood dock; (b) construction of a four-foot wide, 186.56-foot long, single family residential dock consisting of an access pier, a 12-foot by 12-foot terminal platform, and a 14-foot by 20-foot open boat lift with catwalk (the “proposed dock”). The proposed dock will terminate where the water will be four feet deep at mean low water. Navigating in and Near the Tidal Creek To the south of the Crum property is a wide expanse of salt marsh. Within the salt marsh are unnamed tidal creeks. The mouth of one tidal creek that flows to Pumpkin Hill Creek is located approximately 90 feet south of the existing Crum dock. The tidal creek is shallow and is not navigable at or near low tide. Petitioner Jones owns an 18-foot flatboat which he sometimes keeps at his residence and sometimes at Petitioner Brooks' property. The boat draws about one foot of water. Petitioner Jones uses this boat to fish in the tidal creek located near the Crum property about ten times every month. No evidence was presented to show that Petitioner Brooks or Petitioner Cole ever navigate in or otherwise use this tidal creek. There are many other tidal creeks located in the marshes associated with Pumpkin Hill Creek. Petitioner Jones boats and fishes in most of them. Petitioner Jones said that, currently, he must wait two hours past low tide for the water depth to be sufficient for him to get into the tidal creek near the Crum property. His usual course to the creek lies just beyond the end of the existing Crum dock. He claims there is a channel there, but no channel is shown on the survey or in any of the parties' photographs. After the proposed dock is constructed, Petitioner Jones' usual course to the tidal will be obstructed. He contends that the new course he would have to take to the tidal creek will take him across shallower areas of Pumpkin Hill Creek so that he will have to wait two more hours (a total of four hours) after low tide to get into the creek. Therefore, Petitioner Jones' alleged injury is the reduction of the hours available to him to navigate in and out of the tidal creek for fishing. The existing Crum dock terminates on a broad mud flat which is exposed at mean low water. However, the bathymetric survey shows the mud flat is at a lower elevation near the end of the dock so water covers this area before it covers the rest of the mud flat. However, the bathymetric survey also shows the elevation of the bottom rising as one moves south from the existing dock. At the mouth of the tidal creek the elevation is 1.0 feet NGVD (National Geodetic Vertical Datum, an official, surveyed reference point). Because the tidal creek drains into the main body of Pumpkin Hill Creek, a reasonable inference can be made that the bottom elevations in the creek generally become higher (and the water depths decrease) as one moves up the creek toward dry land. Prop scars in the exposed bottom at the end of the existing dock indicate that boats have traveled over this area when the water was so shallow that the engine props were striking the bottom. Prop scarring can cause turbidity and damage to benthic organisms. The bathymetric survey indicates that mean high water in this area of Pumpkin Hill Creek is 3.03 feet NGVD, and the mean low water is -1.78 feet NGVD. The mean tidal fluctuation between mean low water and mean high water is thus 4.81 feet. Randall Armstrong, who was accepted as an expert in navigation and piloting, explained that in this area, where there are two daily tides, the water elevation will generally increase by 1/12 of the mean tidal fluctuation in the first hour after mean low water, another 2/12 of the fluctuation in the second, and 3/12 in the third hour. Applying this general rule to the tidal fluctuation here of 4.81 feet results in an estimated 1.2-foot increase in water elevation two hours after low tide and a 2.4-foot increase three hours after low tide. Based on the mean low water elevation of -1.78 feet NGVD, the water elevation would usually be about -0.6 foot NGVD two hours after low tide and 0.6 foot NGVD three hours after low tide. Therefore, the tidal creek (with a bottom elevation of 1.0 foot NGVD at the mouth) would usually be "dry" two hours after low tide and would usually have less than a foot of water three hours after low tide. That evidence contradicts Petitioner Jones' statement that he now navigates into the tidal creek two hours after low tide. That might occasionally be possible, but the bathymetric survey indicates the creek would usually be too shallow at that time. In fact, the evidence suggests that the tidal creek is only reliably navigable without causing prop scars to the bottom by using boats with very shallow draft and waiting until high tide (or shortly before or after) when the water depth at the mouth of the creek would be about two feet. It was Mr. Armstrong's opinion that the 1.0-foot NGVD elevation at the mouth of the tidal creek determines when and how long the tidal creek is navigable, and those times would not be affected by the proposed dock. He described the new course that a boater would use to navigate into the tidal creek after the proposed dock is built. He used the bathymetric survey to show that when the water is deep enough to navigate into the tidal creek, the water depth is also sufficient to navigate the new course. The proposed dock might, as Petitioner Jones alleges, cause boaters to traverse a longer section of the mudflat then they do currently. However, the more persuasive testimony supports the Crums' position that the navigability of the tidal creek is controlled by its shallowest point at the 1.0-foot NGVD elevation and that the proposed dock will not interfere with navigation of the tidal creek by requiring boaters to traverse shallower areas. Petitioner Jones testified that he regularly navigates his boat close to the existing Crum dock. The evidence does not indicate that the proposed dock would cause an unreasonable risk of collision for boaters using the new course to the tidal creek.
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED that the Secretary of the Florida Department of Environmental Protection enter a final order that grants Noticed General Permit No. 16-253057-002-EG to the Crums. DONE AND ENTERED this 22nd day of December, 2006, 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 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 22nd day of December, 2006.
