Findings Of Fact The Petitioners, Dale K. Niemann and Janet R. Niemann, own property on Devon Drive, in Clearwater, Florida, which is approximately two houses down the street from the Respondent, John Blakely. On or about May 25, 1990, Mr. Blakely requested two variances from the Development Code Adjustment Board of the City of Clearwater. It was his intention to seek the variances in order to extend his present dock approximately twenty-five feet (to a length of eighty-nine feet) and to allow the dock to be positioned 8 feet from an extended side property line. The Petitioners oppose the requests and argue that the extension is not necessary to make reasonable use of Respondent's dock. Further, they claim that, if allowed, the dock extension, together with the boat lift the Respondent proposes, will interfere with their view of the water. The proposed dock extension will not obstruct navigational activities. The natural shoaling process has resulted in the accretion of sand and silt along the Respondent's property. As a result, during low tides it is difficult to utilize the existing dock and would be impossible to use it for the proposed boat lift. Also, there is a grass flat landward of the proposed boat lift site upon which the Respondent's construction will not infringe. The construction of the lift at the terminus of the existing dock might disrupt that grass bed. The Respondent will not financially gain from the granting of the requested variances. The approval of the variances will not impair an adequate supply of light or ventilation to the adjacent properties, nor substantially diminish or impair the value of the surrounding property. The approval of the variances will not adversely affect the public health, safety, order, convenience or general welfare of the community. The approval of the variances will not violate the general spirit and intent of the Development Code. While the approval of the variances may alter the Petitioners' view from the side window of their residence, such alteration should not materially detract or injure their property or the property or improvements of others in the neighborhood. Other structures which Respondent could construct without the approval of variances could be more detrimental to the neighborhood.
Findings Of Fact Upon consideration of the oral and documentary evidence adduced at the hearing, the following facts are found: The respondent Mariner Properties, Inc., also referred to herein as the "applicant", is the owner of South Seas Plantation, a vacation resort located on Captiva Island. This resort development comprises some 300 acres, with two miles of gulf-front beaches and four miles of bayfront. Located on the northern end of the Island is an existing large yacht basin or marina with facilities for docking boats up to 100 feet in length. While this marina does have slips for about eight small boats (under 24 feet in length), the facility is not well suited for the docking of small boats because of the height of the docks. Fueling services are available at this marina and an active search and rescue service operates out of the marina, with no charge to boaters in distress. A smaller boat basin exists on the southern portion of the Island, which basin was enlarged by the applicant pursuant to a permit issued by DER in 1975. The applicant has also been granted a permit to construct boat docking facilities within the small boat basin. Finger slips for about 43 small boats - - up to 24 feet in length, are planned, but construction has not yet begun. The small boat basin will not have fueling facilities for the boats. If the requested permit is granted, the rescue service which operates out of the larger yacht basin plans to dock one of its service boats in the small basin. The small basin will also serve as a refuge area for small boaters during a storm or inclement weather. In May of 1977, Mariner Properties, Inc., submitted its application to the DER to modify an existing permit by dredging an access channel to connect its small boat basin to the waters of Pine Island Sound. In its present modified form, the applicant requests a permit to maintenance dredge a channel 250 fee long, fifteen feet wide, to a depth of -3.0 feet, mean low water. Approximately 195 cubic yards of material will be excavated to construct this channel and the spoil will be unloaded on an upland area. The project will involve the destruction of almost 4,000 square feet of seagresses. Mr. Kevin Erwin, an environmental specialist with the Department of Environmental Regulation, made site inspections and performed a biological assessment of the area as it relates to the proposed project. It was his conclusion and recommendation that the application be denied based on the expected significantly adverse immediate and long-term impacts upon water quality and marine resources. Mr. Erwin was concerned with the elimination of almost 4,000 square feet of productive vegetated estuarina bottoms. Seagrasses provide an essential habitat to many marine species, act as an important nursery and feeding ground for young fish and shrimp, stabilize marine bottoms and contribute nutrients to the foodweb. The witness further felt that there was a potential for water quality violations within the channel. Mr. Erwin did observe cuts or propeller scars in the grass beds adjacent to the proposed channel. Such cuts or scars take a long period, up to fifteen years, to heal. He felt that boat traffic to and from the small boat basin should be restricted by a marked easement, as opposed to a dredge channel. Mr. Erwin's District Manager, Phillip R. Edwards, reviewed the subject application and observed the area in question. It was his oral recommendation to Tallahassee that the permit be granted. Mr. Edwards observed the seagrass cuts in the area adjacent to the proposed dredging project and concluded that more damage would result without a channel. While Mr. Edwards agreed that a potential for water quality standards existed, he felt that a channel would minimize the overall damage caused by boats continuing to travel over the adjacent seagrass areas. Mr. Forrest Fields, an environmental specialist with DER, reviewed the present application and Mr. Erwin's biological assessment of the area. He did not concur with Erwin's conclusion regarding violations of water quality standards, and felt that the applicant had given reasonable assurances to the contrary. Mr. Fields was of the opinion that a minimal channel would be less damaging to grass beds than the uncontrolled ingress and egress of boats utilizing the small boat basin. The public interest concerns of the basin being opened to the boating public and the basin being used by a rescue service without charge to boaters in distress were also expressed in the notice of intent to issue the permit prepared by Mr. Fields. Mr. Ross McWilliams, an environmental specialist with DER who reviews the work and recommendations of Mr. Fields, also recommended that the permit application be granted. Mr. McWilliams balanced the definable public loss which would ensue from the elimination of the 4,000 square feet of grass beds against the public benefit to be gained for the availability of the project to the boating public and the operation of a marine rescue service form the small boat basin. It was his conclusion that the proposed project would not be contrary to the public interest. A considerable portion of the testimony of this proceeding was devoted to the issue of whether a previous channel existed on the proposed site. Taken as a whole, the evidence establishes that the area which the applicant seeks to deepen is presently deeper than the surrounding grass flats. Aerial photographs received into evidence indicate by a straight while line some human activity and that the area in question has been used as a channel. All expert witnesses agreed that at least the shorewared 20 to 25 feet of the area appeared to have been disturbed. It could not be conclusively determined whether and when a channel had been dredged and, if so, the extent of the same. It is clear, however, that the specific area had been used as an access channel for the small boat basin in question. The area over which the applicant seeks to dredge is a shallow grass flat inhabited by turtle grass (Thallasia) and Cuban Shoal weed (Halodule), and is a very productive area in the marine ecosystem. The waters are within the Pine Island Sound Aquatic Preserve, A Class II body of water. No rules, regulations or management plan have been promulgated by the Department of Natural Resources for the Pine Island Sound Aquatic Preserve. The proposed channel is to be of a "box-cut" design with a flat bottom and vertical walls. Such a design is likely to create the need for frequent maintenance due to the possibility that the soft sides will slough inward. If further maintenance dredging becomes necessary, a permit for the same from the Department of Environmental Regulation would be required. If granted authority, the applicant would accomplish the dredging by utilizing either the "mud cat" type of dredge or a clam shell dragline mounted on a barge. Turbidity curtains will used to minimize the effects of loosening the bay bottoms and proliferation of silt by the dredging operation. All material excavated from the proposed channel will be deposited on an upland site. The petitioners in this cause either own or manage waterfront property within the Pine Island Sound Aquatic Preserve, and utilize the waters thereof. They have adequately demonstrated their substantial interest in the proposed project.
Recommendation Based upon the findings of fact and conclusions of law recited above, it is RECOMMENDED that the Department of Environmental Regulation issue to Mariner Properties, Inc. a permit for the channel dredging project to the conditions set forth in Section III (B) of the Department's Proposed Order of Issuance executed on November 0, 1978, and subject to any forms of consent which may be required under Florida Statutes, Section 253.77. Respectfully submitted and entered this 11th day of April, 1978, in Tallahassee, Florida. DIANE D. TREMOR, Hearing Officer Division of Administrative Hearings Room 530, Carlton Building Tallahassee, Florida 32304 (904) 488-9675 COPIES FURNISHED: David Gluckman Casey J. Gluckman 5305 Isabelle Drive Tallahassee, Florida 32301 Kenneth G. Oertel Truett and Oertel, P.A. 646 Lewis State Bank Building Tallahassee, Florida 32301 Ray Allen Assistant General Counsel Department of Environmental Regulation 2600 Blairstone Road Tallahassee, Florida 32301 Secretary Jake Varn Department of Environmental Regulation 2600 Blairstone Road Tallahassee, Florida 32301 ================================================================= AGENCY FINAL ORDER ================================================================= BEFORE THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION SANIBEL-CAPTIVA CONSERVATION FOUNDATION, ROBERT RAUSCHENBERG and FLORIDA AUDUBON SOCIETY, Petitioner, vs. CASE NO. 78-2422 DEPARTMENT OF ENVIRONMENTAL REGULATION and MARINER PROPERTIES INCORPORATED, Respondent. / By the Department:
Findings Of Fact Petitioners own property located in Section 6, Township 9, Range 16 East, Gilchrist County, Florida (the "Moore property"). Mrs. Linda Bridges owns property adjacent to and south of the Moore property (the "Bridges property"). Respondent, Bridges ("Bridges"), is in possession and control of the Bridges property. Mr. Glenn Miller owns property adjacent to and south of the Bridges property (the "Miller property"). ITT-Rayonier owns property west of the Moore, Bridges, and Miller properties (the "ITT property"). A dirt road runs north and south in front of and along the western border of the Moore, Bridges, and Miller properties (the "road"). The road separates the ITT property, to the west, from the Moore, Bridges, and Miller properties, to the east. Prior to 1989, surfacewater historically flowed in a northeasterly direction. It flowed northeasterly from the ITT property through a 24 inch road culvert onto the Bridges property. It then flowed north through a 36 inch culvert on the southerly portion of the Moore property, across the Moore property, and into Weeks Lake to the north of the Moore property. In 1989, with the consent of Bridges but without a permit from the District, Petitioners began a construction plan that included the installation of two 62 inch culverts to enhance the northeasterly flow of surfacewater from the ITT property to Weeks Lake. One 62 inch culvert was intended to replace the 24 inch culvert under the road forming the westerly boundary between the ITT property and the Moore and Bridges properties. The second 62 inch culvert was intended to replace the 36 inch culvert on the southerly boundary of the Moore property. The second 62 inch culvert was needed so the same volume of surfacewater flowing from the ITT property through the 62 inch road culvert could continue its northerly flow from the Bridges property to the Moore property and on to Weeks Lake. Petitioners replaced the 24 inch road culvert with a 62 inch culvert but left intact the 36 inch culvert on the southerly portion of their property. Thus, a greater volume of surfacewater can flow from the ITT property through the 62 inch culvert onto the Bridges property but a lesser volume of surfacewater can flow from the Bridges property through the 36 inch culvert onto the Moore property. Petitioners removed fill material from the ITT property to widen and increase the height of the road bed on the westerly boundary between the ITT and Moore properties. The heightened road bed impounds a greater volume of surfacewater on the ITT property before it flows over the road onto the Moore property. This can increase the rate of flow of surfacewater through the 62 inch road culvert onto the Bridges property under certain circumstances. Petitioners increased the depth and width of existing ditches, and added new ditches along a portion of the road bed onto the Bridges property. The increased ditch capacity further increases the volume of surfacewater that can flow onto the Bridges property. Petitioners constructed a berm running east and west on the southerly boundary of the Moore property. This increases the volume of surfacewater that can be impounded on the Bridges property without flowing onto the Moore property through areas other than the 36 inch culvert that Petitioners left intact on the southerly portion of their property. The 62 inch road culvert, increased ditch capacity, heightened road bed between the ITT and Moore properties, the berm on the southerly portion of the Moore property, and the 36 inch culvert increase the volume of surfacewater that is impounded on the Bridges property before continuing its historic northeasterly flow. Surfacewater impounded on the Bridges property floods the Bridges property and properties to the south of the Bridges property. Although flooding occurred on the Bridges property prior to the 1989 construction, flooding on the Bridges property and properties south of the Bridges property is greater since Petitioners completed construction. In addition, the ITT property drains more readily. On or about October 13, 1993, Bridges applied to the District for a General Surfacewater Management Permit to replace the 62 inch road culvert with a 24 inch culvert pursuant to Florida Administrative Code Rule 40B-4.2010(1)(a). A General Surfacewater Management Permit is issued for activities that have little or no potential adverse impact to surfacewater resources for the District. The application satisfied all of the criteria for the permit at issue. ITT does not object to the proposed permit even though more surfacewater will be impounded on the ITT property. Issuance of the proposed permit will approximate the flow of surfacewater that existed prior to Petitioners' installation of a 62 inch road culvert without a permit in 1989.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that Respondent, Suwannee River Water Management District, enter a Final Order and therein GRANT Respondent, Paul Bridges', Application For Agriculture Or Forestry General Surfacewater Management Permit. DONE and ENTERED this 2nd day of March 1994, in Tallahassee, Florida. DANIEL S. MANRY Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 2nd day of March 1994. APPENDIX TO RECOMMENDED ORDER, CASE NO. 93-6656 Petitioners' Proposed Findings Of Fact. 1.-4. Rejected as immaterial 5. Rejected as recited testimony 6.-7. Rejected as not supported by credible and persuasive evidence 8. Rejected as irrelevant and immaterial 9.-13. Rejected as not supported by credible and persuasive evidence 14.-15. Rejected as irrelevant and immaterial 16.-19. Rejected as not supported by credible and persuasive evidence Rejected as irrelevant and immaterial Rejected as not supported by credible and persuasive evidence Rejected as recited testimony 23.-24. Rejected as not supported by credible and persuasive evidence Respondent, Paul Bridges, Proposed Findings Of Fact. Respondent, Bridges, did not submit proposed findings of fact. Respondent, Suwannee River Water Management District, Proposed Findings Of Fact. All of the District's proposed findings of fact are accepted in substance. COPIES FURNISHED: James H. and Jerrilyn Moore, pro se Route 2, Box 120-E Trenton, FL 32693 Paul Bridges, pro se Route 2, Box 120K-1 Trenton, FL 32693 Janice F. Bessinger, Esquire Brannon, Brown, Haley, Robinson & Cole Post Office Box 1029 Lake City, FL 32056-1029 Jerry Scarborough, Executive Director Suwannee River Water Management District Route 3, Box 64 Live Oak, FL 32060
Findings Of Fact Background Petitioner, David E. Musselman, is the owner of Lot 23, Block 22, Cudjoe Gardens Eighth Addition, Cudjoe Key, Monroe County, Florida. The lot measures 127 feet along its front and rear property line, 135 feet along its side property lines and, similar to adjacent lots, its rear property line abuts an artificially created waterway. Currently, most of petitioner's lot enjoys an elevation of six feet; however, from the edge of the waterway landward a distance of approximately 20 feet [to what has been referred to as the "toe of the existing slope" in these proceedings] the surface consists of exposed caprock at an elevation of approximately four inches above mean high water. It is petitioner's desire to construct a single family residence upon such lot and, incident to such construction, to erect a seawall along the edge of the waterway such that the elevation at the waterway will be increased by two feet, and to backfill from the seawall to his home. Such backfilling would require the deposition of approximately 3,540 square feet of fill within the Department's jurisdiction, which was shown to extend from the edge of the waterway to the toe of the existing slope, and would raise the elevation in such area two feet above existing grade. On December 16, 1991, petitioner filed an application with respondent, Department of Environmental Regulation (Department), for an exemption from the Department's wetland permitting requirements. If approved, such exemption would allow petitioner to construct the vertical seawall along the waterway, and backfill from the seawall to his proposed home. By notice of agency action dated February 14, 1992, the Department proposed to deny petitioner's application predicated on its conclusion that his proposal did not meet the exemption criteria established by Rule 17- 312.050(1)(g), Florida Administrative Code. Petitioner filed a timely protest to contest the Department's conclusion. The exemption Pertinent to this case, Rule 17-312.050(1)(g), Florida Administrative Code, exempts from permitting the following activities: (g) Construction of seawalls or riprap, including only that backfilling needed to level the land behind the seawalls or riprap, in artificially created waterways where such construction will not violate existing water quality standards, impede navigation or adversely affect flood control. An artificially created waterway shall be defined as a body of water that has been totally dredged or excavated and which does not overlap natural surface waters of the state. For the purpose of this exemption, artificially created waterways shall also include existing residential canal systems . . . . At hearing, the parties stipulated that the waterway which abuts the rear property line of petitioner's lot is an artificially created waterway, as well as an existing residential canal, and that the proposed project will not violate existing water quality standards, impede navigation, or adversely affect flood control. Notwithstanding, the Department contends that petitioner's application should be denied because no need has been demonstrated that would support the construction of the seawall along the edge of the waterway, as opposed to locating it further inland, and therefore the amount of backfill, with its attendant loss of wetlands, is excessive. For the reasons set forth in the conclusions of law, the Department's position is untenable as a matter of law. 1/
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED that the Department enter a final order approving petitioner's application for an exemption to construct a seawall, and to backfill from such seawall to his proposed home, as applied for. DONE AND ENTERED in Tallahassee, Leon County, Florida, this 4th day of June 1992. WILLIAM J. KENDRICK Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 4th day of June 1992.
The Issue The issues are whether Keith Rockman's construction of a dock and other structures on Choctawhatchee Bay in Fort Walton Beach, Florida, is exempt from Wetland Resource Permit requirements, and whether authorization to use sovereign submerged lands for the project should be given.
Findings Of Fact Based on the evidence presented by the parties, the following findings of fact are made: On December 19, 2005, Mr. Rockman, who lives at 325 Brooks Street, Southeast, Fort Walton Beach, Florida, filed an application with the Department's Northwest District Office in Pensacola requesting authorization to construct a platform seven feet wide by eight feet long; an access pier three feet long; another access pier four feet wide by forty-five feet long; four mooring pilings outside the slip; and ten mooring pilings inside the proposed slip, totaling 371 square feet. The application indicated that the proposed construction activities would take place in the Choctawhatchee Bay, a Class III water of the State, on which Mr. Rockman's property fronts. (This waterbody is more commonly known as the Santa Rosa Sound or the Intracoastal Waterway.) The property already had an existing 25-foot dock when Mr. Rockman purchased the property sometime in 2005; however, because Mr. Rockman wishes to dock a larger boat than the prior owner, he has requested authorization to build the structures in issue here. Based upon the information supplied by the applicant, Diana Athnos, an Environmental Manager with the Northwest District Office, advised Mr. Rockman by letter dated January 31, 2006, that the Department had "determined that [his] project is exempted from [the Department's] Wetland Resource Permit requirements by Rule 62-312.050(1)(d), Florida Administrative Code." The letter also stated that the "letter is your authorization to use sovereign submerged land (if applicable) for the construction of your project, as required by Chapter 253.77, Florida Statutes and Chapter 18-21, F.A.C." After Department approval was obtained, Mr. Rockman completed construction of the project. Mr. Rockman elected not to publish notice of the Department's decision or provide notice by certified mail to specific individuals. Therefore, third parties were not barred from challenging the Department's decision until after they received actual notice. Petitioner, who lives next door to Mr. Rockman, learned about the Department's decision in a telephone call with the Northwest District Office on March 8, 2006. The papers filed in this case indicate that Petitioner and other neighbors had actually observed construction activities on Mr. Rockman's property in November 2005 and had filed complaints with the Department regarding these unauthorized activities. These complaints evidently led to the filing of an application by Mr. Rockman. On March 17, 2006, Petitioner, who resides at 328 Brooks Street, Southeast, Fort Walton Beach, and has 50 feet of frontage on the water with a dock extending into those waters, filed a letter with the Department, which was treated as a Petition challenging the Department's earlier decision. This Petition was later dismissed by the Department on the ground it raised claims concerning Petitioner's riparian rights, a matter beyond the Department's jurisdiction. Petitioner then filed an Amended Petition on July 11, 2006, in which he again contended that his riparian rights would be severely restricted by the proposed activities, and that the dock would create a navigational hazard. Although Florida Administrative Code Rule 62-312.050(1)(d)3. requires that a project not "create a navigational hazard" in order to be exempt from permitting requirements, Petitioner opted to base his claims on two provisions in Florida Administrative Code Rule 18-21.004(7), which contains the general conditions for authorizations to use sovereign submerged lands. The riparian rights issue was again excluded from consideration at a status conference held on January 5, 2007. The parties advise that this issue is now being pursued in a separate action in circuit court. Through the introduction into evidence of its complete permit file as Department Composite Exhibit 1, the Department established that the proposed activities are exempt from permitting requirements under Florida Administrative Code Rule 62-312.050(1)(d). More specifically, the activity will take place in waters which are not located in Outstanding Florida Waters; the structures are less than 1,000 square feet of surface area over the landward extent of waters of the State; they will be used for recreational purposes; they will be constructed on pilings; they will not substantially impede the flow of water or create a navigational hazard; and the structure is the sole dock constructed pursuant to the exemption as measured along the shoreline for a minimum distance of 65 feet. The dock and associated structures and pilings will be constructed over sovereign submerged lands owned by the State of Florida. Under Florida Administrative Code Rule 18-21.005(1), which specifies the forms of authorization for consent to use sovereign submerged lands, "no application or written authorization is required for an activity that is exempt from the requirements of obtaining a permit," so long as certain conditions are met, including those found in Florida Administrative Code Rules 18-21.004(7). See Fla. Admin. Code R. 18-21.005(1)(b). The only relevant condition raised in the Amended Petition is whether or not the "[s]tructures or activities shall . . . create a navigational hazard." Fla. Admin. Code R. 18-21.004(7)(g). In construing this rule, and the similar requirement in Florida Administrative Code Rule 62- 312.050(1)(d)3., the Department considers whether the structures will create a navigational hazard for boaters on the Intracoastal Waterway, as well as the owners of property who reside on either side of Mr. Rockman. In his Amended Petition, Mr. Woolshlager contended that the proposed structures or activities will create a navigational hazard when he accesses the dock in front of his property. As clarified at hearing, Petitioner does not dispute that he (or any "good boat driver") has adequate ingress and egress for his smaller boat, even with the larger dock on Mr. Rockman's property. Indeed, the record shows that he has been observed leaving his dock and accessing the Intracoastal Waterway. However, Petitioner indicated that if he should die, his wife intends to sell the property. If the new purchaser desires to dock a larger boat, he fears that there will not be sufficient room to do so, and the value of his property will be diminished. Through testimony from a licensed boat captain, it was established that Mr. Rockman's dock does not create a navigational hazard for boaters in the Intracoastal Waterway whose boat channel lies at least 600 feet or so from the shoreline, or for property owners on either side of the applicant's property. Although Petitioner cannot dock a larger boat than he now has (a 21-foot boat), this is because he needs to dredge out the area where his existing dock is built and reconfigure its shape. (Mr. Woolshlager agreed that his dock actually encroaches a few feet onto Mr. Rockman's property; however, Mr. Woolshlager advises that the prior owner (who sold the property to Mr. Rockman) agreed to this encroachment when he purchased the property.) Therefore, all criteria have been satisfied.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Environmental Protection enter a final order granting Mr. Rockman's application for an exemption from permitting requirements and authorization to use state-owned submerged lands. DONE AND ENTERED this 7th day of May, 2007, in Tallahassee, Leon County, Florida. S DONALD R. ALEXANDER Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 7th day of May, 2007. COPIES FURNISHED: Lea Crandall, Agency Clerk Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 John N. C. Ledbetter, Esquire 4641 Gulfstarr Drive Suite 102 Destin, Florida 32541-5324 Nona R. Schaffner, Esquire Amanda G. Bush, Esquire Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 Michael William Mead, Esquire John S. Mead, Esquire Michael Wm Mead, P.A. Post Office Drawer 1329 Fort Walton Beach, Florida 32549-1329 Gregory M. Munson, General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 Michael W. Sole, Secretary Department of Environmental Protection 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000
The Issue Is the applicant, Larry Hecht (Hecht), entitled to issuance of an environmental resource permit and consent to use sovereign submerged land from the Department of Environmental Protection (DEP), allowing the construction of a dock?
Findings Of Fact The Parties DEP in the interest of the Board of Trustees of the Internal Improvement Trust Fund is responsible for reviewing requests for the use of sovereign lands, to include sovereign submerged lands. In addition DEP is responsible for decisions involving applications for environmental permits. In considering Hecht's request for permission to construct a dock DEP is exercising the legal authority that has been described. Hecht owns property at 2646 Beauclerc Road in Duval County, Florida, which fronts Plummers Cove, a part of the St. Johns River, a class III waterbody. Hecht has applied for the necessary permits and consent to construct and use a dock adjacent to his property. Hecht intends to use the dock for boating access and other forms of recreation. The Sekines live at 2648 Beauclerc Road, immediately adjacent to the Hecht property. The Sekines property is in Duval County, Florida. The Sekines have a preexisting dock which has been used for boating purposes and other forms of recreation. The Roods live at 2635 Forest Circle, Duval County, Florida. Their property is immediately adjacent to the Hecht property on the opposite side from the Sekines. The Roods also have a dock granting access to boating activities and other forms of recreation. The Sekines and the Rood properties are on Plummers Cove. On May 18, 1998, DEP gave notice of its intent to issue necessary permits and consent for Hecht to construct a dock with conditions. The Roods and Sekines opposed the grant of necessary permits and consent to use by filing petitions in opposition with DEP on June 4 and 9, 1998, respectively. Both sets of Petitioners had similar concerns in opposing the grant of permission to the extent that the Hecht application for permission to construct the dock allegedly interfered with Petitioners' riparian rights, would exceed the minimum length and size necessary to provide reasonable access to navigable water and would impede navigation. The Application In applying for the environmental permits and consent to use, Hecht relied upon a survey of the applicant's riparian rights lines performed by Harbor Engineering Company through Lake Ray, Jr., a civil engineer and land surveyor. Having in mind the results of that survey, the initial configuration and placement of the proposed dock has been modified because of problems in meeting the minimum set back requirement of 25 feet from the applicant's riparian rights line with the Roods, and in the absence of a sworn affidavit of no objection from the Roods, the affected adjacent upland riparian owner. The present alignment closely conforms to the setback requirement. The design and placement of the proposed dock in its original placement and configuration, and as revised, was by J. Ronald Henley, of C & H Marine Construction, a dock builder. John Rood has also had a riparian rights line survey performed which depicts the common line between the Rood's property and the property of Hecht. This survey was performed by Atlantic Gulf Surveying Co., Inc., a land and engineering survey firm. The two riparian rights line surveys did not coincide when addressing the common riparian rights line between the Roods' property and that of Hecht. Both the Harbor Engineering Survey and Atlantic Gulf Survey depict the Sekines' dock as crossing the riparian rights line between the Hecht and Sekines properties. The DEP notice of intent to grant necessary permission was in relation to the revised application and coincides with the Harbor Engineering riparian rights line survey. The proposed dock is 400 feet in length. It approaches the terminus of the existing Sekines' dock within 5 feet 10 inches. To maintain the proposed length and not violate the 25 foot setback line established according to the Harbor Engineering Survey, it must come that close to the Sekines' dock. The proposed dock design has a boat slip and a slip for two small water craft, jet skis, within a boat house that totals 38 feet in length on the Sekines side of the proposed dock. There is an adjacent mooring with pilings spanning 40 feet next to the location of the boat slips. The proposed dock extends another 43 feet beyond the boat facilities, to include an area that is 10 feet long and 20 feet wide at the terminus. From the shoreline in the cove, the Hecht proposed dock is slightly longer than the existing Roods' dock. The proposed dock and the Roods' dock extend roughly perpendicular from the shore. The Sekines' dock extends from the shore on a bias, bringing the existing Sekines' dock in close proximity with the proposed dock. DEP Riparian Rights Evaluation DEP has a rule concerning riparian rights in the environmental context. That is Rule 18-21.004(3), Florida Administrative Code. In this case, where riparian rights between the Hechts, the Roods and the Sekines are unresolved, DEP has ultimately pursued a policy of permit review and consent to use on the basis that the two surveys are sufficiently comparable to allow the application to be examined for its substance, notwithstanding the dispute over the location of the riparian lines. Beyond the review of the application, consistent with prior practices, DEP has imposed a condition upon the grant of its permission to address future disputes between the land owners over riparian rights lines. Under its traditional general consent conditions for use of sovereign submerged lands, at paragraph 12, DEP has imposed the following on the Hecht permit: In the event that any part of the structure(s) consented to herein is determined by a final adjudication issued by a court of competent jurisdiction to encroach on or interfere with adjacent riparian rights, GRANTEE agrees to either obtain written consent for the offending structure from the affected riparian owner or to remove the interference or encroachment within 60 days from the adjudication. Failure to comply shall constitute a material breech of this consent and shall be grounds for its immediate termination. Jeremy Anthony Tyler, Environmental Administrator for the Northeast District provided testimony concerning the policy position of his agency in relation to riparian rights, as well as, access to navigable water, and navigation. Minimum Length and Size Necessary to Provide Reasonable Access to Navigable Water DEP Rule 18-21.005(1)(a)1, Florida Administrative Code, was used by DEP in considering whether to grant a consent of use of sovereign submerged land by affording Hecht reasonable access to navigable water, through the proposed dock, which DEP considers to be of the minimum length and size necessary to provide access. Consistent with the rule, in determining the issue of consent of use, DEP expressed the position at hearing that the depth of water necessary to grant reasonable access is 4 to 5 feet mean low water, taking into account the alignment of the proposed dock that is consistent with docks in the area. In calculating access, the beginning point starts in deeper water and then moves toward the shore. A further consideration here was the problem of conformance with riparian rights lines when identifying access to navigable water. The DEP policy in establishing reasonable access took into account the intention by Hecht to moor a boat of 40 plus feet in length, together with docking a boat of approximately 25 feet in length and two jet skis. Additionally, consistent with past practices, DEP would normally approve consent of use for a single-family dock, such as the proposed dock, which conformed to a written non-rule policy of the DEP Northeast District related to minimum length and size criteria. In this instance the proposed application offends the policy in two respects. First, the proposal has more than two covered boat slips or two open moorings with adjacent mooring pilings or a combination of one each. Second, the proposed application has a mooring area and boat shelter that are 43 feet from the terminus of the proposed dock. Nonetheless, this policy on the minimum length and size criteria would allow the applicant to redesign the dock to meet the criteria that were not satisfactorily addressed. Thus far, no redesign had been proposed as an alternative. At hearing DEP, through its witness, conceded that it had not considered the failure to comply with the number of boat slips or moorings allowed by the written policy when considering the application. When C & H Marine Construction redesigned the boat dock in the interest of providing Hecht access to navigable water for his water craft, the dock builder also took into account the need for persons to access the terminus of the Sekines' dock, at least on one side of that terminus, without the boat traffic to and from the respective docks creating an unreasonable interference for use of the adjacent dock. The dock builder in designing the proposed dock intended to allow sufficient separation between the boating activities for the proposed dock and those at the terminus of the Sekines' dock. The Sekines have visitors to their dock who secure their boats at the terminus of the Sekines' dock. Nonetheless, the dock builder recognizes the close proximity between the terminus of the Sekines' dock and the proposed dock creates problems for the Sekines in the use of their dock. The engineer who performed the riparian rights line survey for the applicant recognized this same difficulty. Literally, 4 feet of navigable water at mean low water can be reached at approximately the 182-foot mark on the proposed dock, with the five-foot depth mean low water at approximately 211 feet of the proposed dock, but these locations for gaining access present problems in relation to honoring the 25-foot setback on the side of the Hecht property near the Roods' property. The problems are in relation to the riparian rights line in that there would be insufficient room to install the proposed boat slips and mooring area and allow for maneuvering in and out of the boat slips and mooring area without violating the set back line if those facilities were placed on the side of the dock adjacent to the Roods' property. Placement of those facilities on the other side of the dock at those distances at which the 4 foot and 5 foot depth mean low water would be obtained would not allow reasonable access when considering the 5'10" opening between the proposed dock and existing dock, in proximity of the Sekines' dock terminus. Therefore, the present dock design concerning placement of the slips and mooring is the better choice. Captain Don Stratmann, Jr., Division of Law Enforcement, Florida Marine Patrol, which is part of the DEP, testified concerning access to navigable water by the applicant, by examining a nautical chart showing the 6-foot curved contour in the vicinity of the proposed dock, together with the length of the existing docks in the vicinity and some shallow soundings in the vicinity. He offered the opinion that the proposed dock was not unduly lengthy when considering reasonable access to navigable water, recognizing that the proposed dock is longer than docks immediately adjacent to it. Captain Stratmann had the opportunity to view the vicinity of the proposed dock in person. He had access to a quadrangle map supplied with the application in arriving at his opinion on reasonable access. In making his assessment of reasonable access to navigable water, he noted that some portion of the length of the dock may be attributable to the contours on the shoreline which are uneven. By contrast, Roger Bennett who is a former Florida Marine Patrol Officer and a Captain in command of the same district where Captain Stratmann now commands, expressed the opinion that the proposed dock exceeds the minimum length and size necessary to provide reasonable access to navigable water. He arrived at his opinion by checking the depths of water at the ends of docks in the vicinity of the proposed dock and observing the kinds of boats that were found at those docks, whether in a boat house or moored on pilings. The boat docks tended to be located in a well-defined line when compared to the shoreline, following the contour of the shoreline. Neither of the opinions expressed by the present and former Marine Patrol commanders tended to address the special circumstances created by the close proximity of the riparian rights lines of the three property owners and the unusual placement of the Sekines' dock. Mr. Ray expressed the opinion that the depth of mean low water for the minimum length for access should be 4 to 5 feet in elevation. Mr. Ray also expressed the opinion that the proposed dock would be longer than the Roods' dock because of the contour of the shoreline. Mr. Henley expressed an opinion concerning the proximity of the pre-existing docks to the proposed dock as the reason to extend the proposed dock. Part of his reasoning was in relation to placement of the proposed dock too close to the shoreline as not allowing boat operation while maintaining safety between the proposed dock and the Sekines' dock. He also had concern for interference with sea grass if placed too close to shore. Adverse Affect on Navigation In examining whether the proposed dock constituted an adverse affect upon navigation, Mr. Tyler spoke of the concept in terms of a hazard to navigation which he considered to be a dock sticking out into a marked channel or close to a marked channel, regularly used as a pathway for boats. He did not find that the proposed dock would extend into a marked channel in the main part of the St. Johns River. Moreover, he found that the proposed dock was fairly consistent with the configuration of existing docks in the area. Mr. Tyler did not express the opinion that problems of maneuvering water craft around docks was contemplated in describing the possible hazard to navigation. He considered maneuvering around docks to be a riparian rights issue. Captain Stratmann in describing the DEP response to adverse effects on navigation deferred to 33 C.F.R. 245.20, in relation to the Corps of Engineers, Department of the Army, and 33 C.F.R. 64.31, in relation to the Coast Guard, Department of Transportation. Those references have not been incorporated by DEP into the Florida Administrative Code. Nonetheless, they form the basis for Captain Stratmann to consider navigational issues in this instance and in similar past circumstances. He acknowledged that the references in the federal system are in relation to determination of hazards to navigation and do not specifically address adverse affects on navigation contemplated by Section 374.414(1)(a), Florida Statutes, a lesser problem. When taking into account the implications of the proposed dock Captain Stratmann did not feel that any of the criteria that he employs in relation to Title 33 C.F.R. had been violated. But his principal emphasis was in relation to navigation in the navigable channel in the river, similar to Mr. Tyler's opinion. As with Mr. Tyler, Captain Stratmann did not consider that boating activities in Plummers Cove constitute that form of navigation. John Rood pointed out that boating takes place in Plummers Cove in and around the docks, specifically by persons water skiing in the Cove, which is calmer than would be the experience in the river channel away from the Cove. He and other witnesses acknowledged a sandbar near his dock that influences boat operations. Mr. Bennett in describing his opinion concerning the affect on navigation promoted by the proposed dock, noted that the proposed dock sticks out further in the river than the dock owned by the Roods, thereby forming an unacceptable hazard to navigation. Given the frequency of traffic in and out of docks in the vicinity of the proposed project, Mr. Bennett considers this traffic to form a potential navigational problem, to include the proximity of the Hecht proposed dock and the Sekines' existing dock. Mr. Ray does not consider that the proposed dock forms a navigational safety hazard, especially when considering the length of the proposed dock.
Recommendation Upon consideration of the facts found and conclusions of law reached, it is RECOMMENDED: That a final order be entered that grants the environmental resource permit and consent of use subject to the conditions contained in the intent to grant, and subject to a redesign deleting the mooring area or a boat slip and 43 feet of dock extending from the location of the mooring and boat slips. DONE AND ENTERED this 10th day of March, 1999, in Tallahassee, Leon County, Florida. CHARLES C. ADAMS Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 10th day of March, 1999. COPIES FURNISHED: Thomas J. Jenks, Esquire PAPPAS METCALF JENKS MILLER AND REINSCH, P.A. 200 West Forsyth Street, Suite 1400 Jacksonville, Florida 32202 William Graessle, Esquire Winegeart & Graessle, P.A. 219 Newnan Street, 4th Floor Jacksonville, Florida 32202 Ross Bilbrey, Esquire Brant, Moore, MacDonald & Wells, P.A. 50 North Laura Street, Suite 3100 Jacksonville, Florida 32202 Francine M. Ffolkes, Esquire Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 Kathy Carter, Agency Clerk Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 F. Perry Odom, General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000
Findings Of Fact The applicant proposes to construct a concrete boat ramp on the south bank of the Eau Gallie River in Brevard County. The Eau Gallie River is a tributary of the Indian River and is a Class III water body as defined in Chapter 17-3, Florida Administrative Code (F.A.C.). 1/ The ramp would be 17 feet wide and 64 feet long. Approximately half the length would extend into waters of the Eau Gallie River over which DER has. Jurisdiction under Chapters 403 and 253, F.S. The construction would involve the removal of 47 cubic yards of soft bottom material waterward of ordinary high water and the filling of 35 cubic yards of compacted material also waterward of ordinary high water. In addition, 38 cubic yards would be excavated landward and 72 cubic yards would be filled landward of ordinary high water. The boat ramp is to be a private facility not once to the general public. The applicant sought this permit in conjunction with the upland development of its river front property. The applicant's property extends for approximately one-half mile along the north bank of the Eau Gallie River. At build out, the applicant estimates that the property will contain several hundred apartment units which may eventually be converted to condominiums. The lessees or condominium owners would have access to the proposed boat ramp. Petitioner, Tom Hall, is an adjacent property owner who is concerned that increased boat traffic on the Eau Gallie River in the vicinity of the boat ramp would adversely impact manatee and other wildlife and marine resources. At various times of the year, manatees can be observed in the Eau Gallie River in the vicinity of the proposed boat ramp. The river also contains a variety of fish and supports a local population of water fowl. The river in the vicinity of the proposed boat ramp is generally not more than one to two feet in depth. The boat ramp is designed to launch only small craft such as canoes, rowboat or jonboats with small trolling motors. The application does not request the issuance of a permit to dredge a navigational channel to enable the beat ramp to accommodate larger power craft. The testimony of DER's expert witness established that the small craft which could be launched from the boat ramp would not pose a threat to the manatees that frequent the area. Rather, it is the larger power boats that endanger this marine mammal. There are no other wildlife or marine resources which would be impacted significantly by the construction of the boat ramp. Additionally, it should be noted that this project would benefit the several hundred residents of Brevard County who would eventually have access to the boat ramp. The testimony of DER's expert witness established that there would be no long-term violations of DER water quality standards as a result of the construction and use of the boat ramp. Short-term impact during construction would be minimal since turbidity screens are to be employed. Thus, the applicant has provided reasonable assurance that the short-term and long-term effects of the construction and use of the boat ramp will not result in violation of DER's water standards. It is important to note that, as long as no dredging of filling is involved, there is no legal impediment preventing riparian landowners from launching boats from their river front property or engaging in recreational boating activities in the portion of the boat ramp could cause continuous turbidity problems and damage valuable habitat along the river front. By confining the alteration of the littoral zone to such a small area as that involved in the application and thus guaranteeing adequate, comfortable access for the riparian owner, the survivability of the remaining littoral in its natural state would be significantly enhanced. Petitioner Hall theorizes that boats who would otherwise use downstream public boat ramps will instead launch at the site of the proposed ramp. However, there was no evidence submitted to support this theory. Given the ease with which small boats could be launched without any ramp at this site, it does not appear that the ramp itself would generate additional activity involving canoes and other small craft. Since the launching of power boats is not feasible because of the shallow river depth, such traffic is not likely to be affected by construction of the proposed ramp.
Findings Of Fact Applicant-Respondent Atwater owns a residence fronting on Lake Minnehaha with access to the lake. He proposes to construct a dock from his property extending into the lake a distance of approximately 100 feet until adequate depth of water is found where his boat can be launched and retrieved. The boat house proposed for construction at the end of the dock will be roofed, but of open construction. Lake Minnehaha is a meandered lake. Accordingly the lake bottom below the mean high water line is sovereign land under the jurisdiction of the Trustees of the Internal Improvement Trust Fund (IITF). Numerous docks, some with enclosed boat houses, exist at various places around the perimeter of the lake. One such dock and boat house fronts on property just west of Atwater's property. Kling's property is adjacent and eastward of Atwater's property. Kling has a boat dock (but no boat house) extending from his property into the lake. Photographs showing views from applicant's and Kling's property are labeled to indicate that Kling's property is west of Atwater's; however, the conflict in direction is not material to the determination of the issues here involved. These photos further show that Petitioner's view of the lake from his house in the direction of the structure proposed by Atwater is materially blocked by trees and vegetation. The structure proposed by Atwater will commence 20 feet inside the easterly boundary of his property at the shoreline and extend into the lake. The proposed open boat house at the end of the dock will extend 12 feet toward Kling's extended property line, leaving the dock and boat house within the lakeward extension of Atwater's property line. With an open boat house the interference with a view of the lake will be minimal. Construction of the dock and boat house will not create any source of pollution and will not degrade the quality of the water of Lake Minnehaha.
Findings Of Fact Upon consideration of the oral and documentary evidence adduced at the hearing, the following relevant findings of fact are made. Chandler sought exemption from permitting requirement from the Department to perform certain dredging in two artificial dead-end canals located in Placida Point Subdivision (formerly Porto-Fino Subdivision), Charlotte County, Florida. The Department has denied the exemption on the basis that "the proposed work indicates that it is not for maintenance purposes, and therefore, it does not fit the maintenance exemption". The dredging proposed by Chandler would remove the existing earthen plugs between Coral Creek (an adjacent creek) and the two canals. Coral Creek is a natural body of water and is waters of the State. The two canals were excavated (constructed) during the latter part of 1969 and early 1970 (before April 1970). Although no original design specifications were offered into evidence, there is sufficient competent evidence to show that at the time the canals were constructed earthen plugs were left between the canals and Coral Creek which restricted the water exchange between the canals and Coral Creek. The exchange of water apparently occurred at mean high water, and navigation, if any, was restricted to small boats. Porto-Fino Realty Co., Inc., (Porto-Fino) developed the Porto-Fino Subdivision in 1971, and in early 1971 applied to the Board of Trustees of the Internal Improvement Trust Fund (Board) for a dredge permit to connect the certain existing canals, which included the canals in question, to Coral Creek. As part of the application review, a site inspection was made, and it was found that the earthen plugs left between Coral Creek and the canals when they were constructed allowed water to ebb and flow during periods of high tide. As a result of this site inspection, it was recommended that before any further consideration be given the permit application, that the applicant be advised that the canals had to be adequately diked. The record is not clear on whether this permit was granted, but apparently it was not because this subject was raised again in 1974 with Lou Fusz Motor Company, the present owner of Porto-Fino Subdivision, by the Board and the Department of Army, Corps of Engineers (Corps). Apparently, it was determined by the Board, and possibly by the Corps, that the plugs had washed out and needed to be repaired. In 1975, at the request of the Board, the earthen plugs were repaired and culverts placed in the plugs to allow flushing of the canals. The earthen plugs are presently in existence in the mouth of the canals, and are colonized by mangroves, Brazilian pepper and Australian pine. The mangroves are mature trees 10-15 feet in height, and approximately 10-15 years old. The plugs do not show any signs of any recent dredging in or around the mouths of the canals. The plugs form a barrier to navigation between the canals and Coral Creek. The canals have not been used for navigational access to Coral Creek since they were repaired in 1975. The canals have not been previously dredged to maintain navigational access for boat traffic to Coral Creek, and are not presently used for navigational access to Coral Creek. There is sufficient competent substantial evidence to establish facts to show that the earthen plugs, as they presently exist, are man-made barriers that separated the two canals from Coral Creek. There is insufficient evidence to show that the repair of the earthen plugs in 1975 by the developer was illegal. The repair of the earthen plugs in 1975 by the developer was necessary because the original plugs had not been properly constructed or had washed out over the period of years. Coral Creek and the canals in question are surface waters of the state as defined in Rule 17-312.030(2), Florida Administrative Code. Canals which are used for navigation have to be periodically dredged to maintain navigational access. There is sufficient competent substantial evidence to establish facts to show that the dredging proposed by Chandler would not be "maintenance dredging" as contemplated by Rule 17-312.050(1)(e), Florida Administrative Code.
