The Issue The issue in this case is whether the decision of the Planning and Zoning Board denying Petitioner's application for conditional use approval should be sustained.
Findings Of Fact On or about February 16, 1990, the Petitioner filed an application for conditional use approval with the Respondent seeking permission to operate a personal watercraft rental business at a motel and restaurant located at 601 South Gulf View Boulevard on Clearwater Beach. According to the application, the Petitioner proposes to rent two "Hobie cat" catamaran sailboats, and four to ten "wave runners". The Petitioner proposes that the vessels would be escorted westward, north of and parallel to, the marked boat channel in Clearwater Pass, then northwestward to open waters where, according to Petitioner, a "safewatch and service unit of nonpropeller power" would "monitor" customer activities. The subject property is located between South Gulf View Boulevard and Clearwater Pass, west of the Clearwater Pass Bridge, and is comprised of two zoning districts, an upland portion that is zoned CR-28, or Resort Commercial "Twenty-eight", and a beach front portion that is zoned OS/R, or Open Space/Recreation. Clearwater Pass separates Clearwater Beach and Sand Key Islands, and is the only open access between Clearwater Harbor and the Gulf of Mexico. A convenience store is located north of the property, and hotels are located east and west of the property. At the hearing before the Respondent's Planning and Zoning Board on March 13, 1990, the Planning and Development Department recommended denial of the application. In its written report to the Board, the planning staff based its recommendation upon the recommendations of the City's Harbormaster and Marine Advisory Board, which in turn were based upon concerns for safety due to the heavy boat traffic in the Clearwater Pass channel and at jetties along the southern end of Clearwater Beach and the northern end of Sand Key, all of which are located in the vicinity of the subject property. Based upon the testimony of Harbormaster Bill Held, it is found that state and federal approval of markers to mark off a private corridor in Clearwater Pass to accommodate Petitioner's proposed activities would be unlikely. During the hearing before the Board, the Board heard testimony from several persons in opposition to this application based upon concerns regarding the safety of swimmers due to careless operation of similar types of vessels, and strong currents in Clearwater Pass. At the conclusion of the public hearing, the Board discussed the application prior to voting. Members of the Board expressed concerns regarding public safety due to the dangerous condition of the area. The Board then voted unanimously to deny the application. Subsequently, the Petitioner timely filed a notice of appeal, resulting in this case. During this final hearing, Ronald Hollins, President of Gulf Fun, Inc., and agent for the Petitioner, testified that his proposed business would operate seven days a week, from sunrise to sunset, or approximately twelve hours daily. Petitioner testified that his personal watercraft rental vessels would be escorted during trips both from the subject property westward to the waters of the Gulf of Mexico and also during return trips, and that a "safety service" boat would monitor the rental vessels while in operation, with the escort boat and the "safety service" boat being in radio contact with a base unit at the motel property. The rental vessels would be prohibited from crossing Clearwater Pass to the south side of the boat channel, and would be limited to an area of operation bounded on the south by Clearwater Pass and on the north by Pier 60 on Clearwater Beach. Petitioner proposes to employ only three or possibly four employees to operate the escort boat, the "safety service" boat, and the base location, to rent the personal watercraft vessels, show a video tape and give a safety booklet to customers, as well as to otherwise supervise the rental vessels during the approximately 84 hours per week that his business would be in operation. Petitoner has never operated a similar business. Based upon the testimony of Richard Howard, captain of a charter boat which regularly goes in and out of Clearwater Pass, it is found that personal watercraft vessels frequently present a hazard to navigation due to the manner in which they are customarily operated. Specifically, personal watercraft operators in Clearwater Pass engage in practices such as towing swimmers on inner tubes, purposely spraying water at boats, and jumping the wakes of boats in the Pass. The activities proposed by Petitioner would exacerbate the insufficient clearance between boats in the channel, boats anchored at the beach, and swimmers, and would, therefore, be inappropriate in Clearwater Pass. The currents in Clearwater Pass are found to be dangerous to boaters on a regular basis, based on the testimony of Arnold Abramson, bridge tender at the Clearwater Pass bridge and Harbormaster Bill Held. A significant number of personal watercraft operators do not demonstrate an understanding of the rules of navigation, or of the currents in the Pass. Based on the testimony of Marine Patrol Office Bill Farias, it is found that the lack of apparent common sense which is frequently demonstrated by personal watercraft operators in Clearwater Pass creates a dangerous condition for others. A common practice is to jump the wake of boats, which results in a loss of control in mid-air. The jetty at the western end of Clearwater Pass obscures vision, making it difficult for incoming boaters to see personal watercraft in the vicinity of the motel, and also making it difficult for personal watercraft operators to see incoming boats. There is another boat rental operation in the area of this subject property, located at the Hilton Hotel, but this existing operation predates the adoption of the Clearwater Land Development Code. The Clearwater Pass bridge had 12,000 drawbridge openings in the past year, and is one of the busiest in Florida.
Findings Of Fact Respondent/applicant, James L. Carpenter (applicant or Carpenter), is the owner of upland property bordering on and contiguous to a man-made lagoon in Vaca Key near Marathon, Florida. The property is also adjacent to an artificial man-made canal which connects the lagoon to the open waters of Florida Bay. The lagoon and canal are classified as Class III waters of the State while Florida Bay is a Class III Outstanding Florida Water. A more precise location of the property is Section 9, Township 66 South, Range 32 East, Monroe County, Florida. By application dated June 23, 1987 applicant sought the issuance of a dredge and fill permit from respondent, Department of Environmental Regulation (DER), authorizing the construction of an "L" shaped 125'x8' commercial dock with a 10'x8' access walkway waterward of mean high water (MHW) in the canal. The dock and walkway will be located on the property described in finding of fact 1. According to the application, Carpenter owns several "landlocked residences" in the vicinity of the proposed dock and desires to provide dockage for residents who rent his houses. Because of DER concerns that shading might affect photosynthetic capabilities in the vicinity of the project, applicant agreed to revise his application. This revision was made on December 21, 1987 and reduced the dock size to 102'x6' while the access walkway was increased slightly to 12'x8'. Thus, the dock will extend eight feet into the canal beyond the MHW. On January 5, 1988 DER's district office issued an Intent to Issue a permit subject to seven specific conditions incorporated in the permit. This prompted the filing of a petition by petitioner, Lillian Berdeal (Berdeal), who owns upland property bordering on and contiguous to the lagoon, canal and Florida Bay. She operates a commercial seafood business directly across the canal from Carpenter. According to her petition, Berdeal asserts that Carpenter's dock would adversely affect navigation in the canal and the health, safety and welfare or the property of others. The water body in question is a man-made canal facing to the north and providing an outlet for the lagoon to Florida Bay. The lagoon, which measures approximately 150'x100', is fairly well developed. On the east and southeast side of the lagoon lie an outdoor restaurant and Carpenter's boat rental business. Petitioner's seafood processing operation lies on the west and southwest sides of the lagoon and lagoon entrance. Photographs of the area have been received in evidence as DER exhibits 1 and 2 and petitioner's exhibit 1. Presently, there are five finger piers (docks) in front of Berdeal's property at the narrowest point of the canal. These piers are directly across the canal from Carpenter's proposed dock addition. They extend out eight feet perpendicular to the shoreline and are now used by commercial fishermen for docking purposes while using Berdeal's facility. Approximately thirty or forty boats use the finger piers during fishing season (August - May) while up to twenty may use them in the off-season (June - July). Berdeal described those boats as ranging from thirty to forty-five feet in length and having beams up to, but not exceeding, sixteen feet. However, vessels at petitioner's facility on the day of DER's inspection had an average beam of ten feet. The evidence is conflicting as to the canal's width at its most narrow point. According to DER's expert, the minimum width is seventy-six feet, and this figure is accepted as being more credible than Berdeal's own measurement of sixty-three feet. If the project is constructed, Carpenter's dock, together with a boat having a ten foot beam, would use around eighteen feet of the channel at its most narrow width while Berdeal's facility, if used by the largest boat, would take up another twenty-three feet. This would still leave around thirty-five feet of channel for navigation purposes between the two docks at the canal's most narrow point. According to applicant's expert in navigation, James J. Morrison, who has piloted boats in the area for over thirty years, a boat may safely operate in the canal if it has five feet of water on each side. This margin of safety is sufficient in all weather conditions up to and including a small craft warning. If the project is approved, the necessary margin of safety would be available. It is noted also that there are no significant currents in the canal that would adversely affect navigation, and under normal weather conditions, the canal and basin are easily navigable. Petitioner presented the testimony of a commercial fisherman, Leonard Quasney, who expressed concerns that northerly winds periodically drive aquatic weeds and grasses into the lagoon and canal thereby impairing the ability of a boat to safely operate. These weeds are shown in photographs received as petitioner's exhibit 1. It was Quasney's contention that, coupled with the periodic influx of weeds, the addition of a dock at the canal's most narrow point will make navigation more hazardous. However, this theory was discounted by expert witness Morrison who pointed out that, while it is true that floating mats of weeds affect the ability of a person to handle a boat by making the boat's rudder and propeller action less responsive, they do not affect the ability to navigate the canal. In other words, as long as the margin of safety is available in the canal, the presence of the weeds would not hinder a ship's ability to enter and exit the lagoon. This testimony is accepted as being more credible on the issue, and it is found that the new dock will not create a navigational hazard as a result of the weeds. Berdeal is concerned also that the new dock would make it more difficult for fishermen to access her property and therefore cause economic harm to both her and the fishermen. However, this contention was not substantiated. The parties have stipulated that, with the following special conditions proposed by DER at hearing regarding limitations on commercial use, liveaboards and scraping boat bottoms, all water quality standards will be met: All temporary and permanent use of liveaboard or liveaboard type vessels for residential use is prohibited. All on site fueling activities are prohibited. All major vessel repair, such as hull scraping and painting, with the boat in the water is prohibited. Only private use of the dock is permitted. All double parking or rafting of boats along the dock is prohibited. General conditions common to all dredge and fill permits. The parties have stipulated that the "public interest" criteria in Subsection 403.918(2)(a)2. and 4.-7., Florida Statutes (1987), have been satisfied. In addition, a registered engineer has certified that the dock's construction and use will not have an adverse effect on the public health, safety and welfare or the property of others. Petitioner has applied for the issuance of a permit allowing the construction of additional docks at her facility. If the application is approved, these docks will be used for commercial purposes. The proposed impact of this project, and its cumulative impact on the area, was considered by DER in its evaluation of Carpenter's application. However, conditions to be included in Berdeal's permit will minimize any water quality or navigation impacts of the project, even on a cumulative basis.
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED that the application of James L. Carpenter for a dredge and fill permit be granted subject to those specific, special and general conditions imposed by the agency. DONE and ORDERED this 29th day of August, 1988, in Tallahassee, Florida. DONALD R. ALEXANDER Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32399-1550 904/488-9675 FILED with the Clerk of the Division of Administrative Hearings this 29th day of August, 1988.
Findings Of Fact The Application On or about November 8, 1994, Raymond and Nancy Swart, Trustees, applied for a permit to construct a private multislip dock facility at their property on Little Sarasota Bay in Sarasota County, DEP File No. 5826007043. As proposed, the dock would consist of: 237' of five foot wide access pier; a terminal dock 45' long and 5.5' wide; and eight finger piers 20' long and three feet wide. All of the structures were proposed to be three feet above mean high water (MHW). Normal construction procedures would be used to "jet" pilings into place, including the use of turbidity screens. As proposed, the dock would provide nine slips for the use of the owners of the nine lots in the Swarts' subdivided property, known as Sunset Place. There would be no live-aboards allowed, and there would be no fueling facilities, sewage pump-out facilities or any other boating supplies or services provided on or at the dock. Under the proposal, verti-lifts would be constructed for all of the slips at a later date. (When boat owners use verti- lifts, there is less need to paint boat bottoms with toxic anti-fouling paint.) As part of the application, the Swarts offered to grant a conservation easement encumbering approximately 400' of shoreline. The Intent to Issue Because Little Sarasota Bay is designated as an Outstanding Florida Water (OFW), and because of concerns regarding the maintenance of its environmental quality, the DEP required that the Swarts submit additional information for review in connection with their application. Specifically, the DEP wanted them to perform a hydrographic study to assure adequate flushing at the site and a bathymetric survey to assure adequate water depths and minimal impacts on seagrasses. After review of the additional information, the DEP gave notice of its Intent to Issue the permit, with certain modifications and conditions. The Intent to Issue would require that the "most landward access pier . . . be extended an additional 15 feet to avoid the mooring of watercraft within seagrasses." It also would require the decking of the main access pier (155' long), which would cross seagrass beds, be elevated to a minimum of five feet above mean high water (MHW). (This would reduce shading and minimize impacts on the seagrasses.) The Intent to Issue included specific measures for the protection of manatees during and after construction. The Intent to Issue specifically prohibited hull cleaning, painting or other external maintenance at the facility. The Intent to Issue specified the width of the 400' long conservation easement (30', for an area of approximately 0.27 acres) and required the Swarts to "plant a minimum of 50 planting units of Spartina patens and 50 planting units of Spartina alterniflora at appropriate elevations imediately waterward of the revetment along the northern portion of the property . . . concurrrent with the construction of the permitted structure." It specified planting procedures and included success criteria for the plantings (an 85 percent survival rate). The Objection On or about March 30, 1995, Raymond and Norma Komarek, the owners of property next to the Swart property, objected in writing to the "magnitude" of the proposed dock facility. They complained that the proposed dock facility "will not enhance anyone's view, but it will create disturbance with noise, night lights, wash and erosion on shore, even possible pollution from up to 35 foot boats." They continued: "We prefer not to live next to a Marina. This appears to be a commercial venture tied to the sale of real estate and/or houses . . .." They conceded that their concerns for manatees had been addressed, but they raised questions regarding the impact on commercial fishermen running crab trap lines, scullers, jet skis, and water skiers. They objected to restrictions on "one's personal rights to use the water by obstruction of navigable waters." They also alleged that the proposed dock facility would be a navigation hazard, especially in fog. The Komareks suggest that the three exempt 125' docks to which the Swarts are entitled under Sarasota County regulations, with the two boats allegedly allowed at each, should be adequate and are all the Swarts should be allowed. The Komareks' objections conclude by questioning the alleged results of alleged "turbidity tests" showing that there is "good action" (apparently on the ground that they believe Little Sarasota Bay has "declined") and by expressing concern about the cumulative impact of future dock facilities if granting the Swart application sets a precedent. The Komareks' Evidence The Komareks were able to present little admissible evidence at the final hearing in support of their objections. Much of the environmental evidence they attempted to introduce was hearsay. Moreover, at best, most of it concerned Little Sarasota Bay in general, as opposed to the specific location of the proposed docking facility. The alleged "turbidity tests" called into question in the Komareks' objection apparently refer to the hydrographic study done at the request of the DEP. The evidence the Komareks attempted to utilize on this issue apparently were the kind of general information about Little Sarasota Bay on which the DEP had relied in requesting the hydrographic study. There was no other evidence presented to contradict the results of the Swart study. While the proposed dock facility would project into the view from the Komarek property looking towards the north (and from the property of the neighbors to the north looking towards the south), there was no other evidence that the proposed dock facility "will create disturbance with noise, night lights, wash and erosion on shore . . .." "[P]ollution from up to 35 foot boats" is "possible," but there was no evidence that pollution is probable or, if it occurred, that the kind and amount of pollution would be environmentally significant. The application clearly is a "commercial venture tied to the sale of real estate and/or houses . . .." But the use of the dock facility would be personal to the owners of lots in Sunset Place; the use would not be public. The Komareks presented no evidence "regarding the impact of the dock facility on commercial fishermen running crab trap lines, scullers, jet skis, and water skiers." Clearly, the dock facility would extend approximately 250' into Little Sarasota Bay. But there was no other evidence either that it would restrict "one's personal rights to use the water by obstruction of navigable waters" or that it would be a navigation hazard. (There was no evidence to support the suggestion made at final hearing that an access dock built five feet above MHW would be a dangerous "attractive nuisance" or that it would be more hazardous than one built three feet above MHW.) Evidence Supporting DEP Intent to Issue Very little pollution can be expected from the actual construction of the dock facility. Primarily, there is the potential for temporary turbidity during construction; but the use of turbidity screens will help minimize this temporary impact. The conditions volunteered in the Swart application, together with modification and additional conditions imposed by the DEP Intent to Issue, limit other potential pollutant sources to oil and gas spillage from the boats using the dock facility. The Swarts' hydrographic study demonstrates that, notwithstanding relatively poor circulation in the general area of Little Sarasota Bay in which the proposed dock facility is located, there is adequate flushing at and in the immediate vicinity of the proposed facility, at least to the limited extent to which pollutants may be expected to be introduced into Little Sarasota Bay from construction activities and use of the facility with the conditions volunteered in the Swart application and imposed by the DEP Intent to Issue. A primary goal of the Komareks' objection is to "downsize" their neighbors' proposed dock facility. They object to its length and its height above MHW. Presumably, they believe that "downsizing" the Swart dock facility would improve their view. If it could not be "downsized," they would prefer that the Swart application be denied in its entirety and that three exempt docks, accommodating two boats each, be built in place of the proposed facility. Ironically, the evidence was that if the Komareks' primary goal is realized, more environmental harm would result. The evidence was that a shorter, lower dock would do more harm to seagrasses, and three exempt docks (even if limited to two boats each) would have approximately three times the environmental impact. Indeed, based on environmental considerations, the DEP Intent to Issue required the Swarts to lengthen the access dock proposed in their application by 15 feet and elevate it by two feet. Lengthening the access dock would move the part of the facility where boats would be moored to deeper water with fewer seagrasses. In that way, fewer seagrasses would be impacted by construction, fewer would be shaded by the mooring of boats, and fewer would be subject to the risk of prop scarring. In addition, the risk of scarring would be reduced to the extent that the water was deeper in the mooring area. Finally, DEP studies have shown that elevating the access dock would reduce shading impact on seagrasses under and adjacent to the dock. Besides having more than three times the environmental impact, exempt docks would have none of the conditions included in the DEP Intent to Issue. Verti-lifts would not be required. Methods of construction would not be regulated by the DEP. Measures for the protection of manatees, before and after construction, would not have to be taken. Hull cleaning, painting or other external maintenance would not be prohibited. Live-aboards, fueling facilities, sewage pump-out facilities and other boating supplies and services would not be prohibited (although County regulation may prohibit some of these activities). Finally, there would be no conservation easement and no planting of seagrasses. The Komareks suggest that County regulation may prohibit construction in accordance with the DEP Intent to Issue. But that would be a question for the County to determine in its own proceedings. All things considered, the DEP Intent to Issue is clearly in the public interest.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is recommended that the Department of Environmental Protection enter a Final Order granting the application of Raymond and Nancy Swart, Trustees, (the Swarts) for a permit to construct a private multislip dock facility at their property on Little Sarasota Bay in Sarasota County, DEP File No. 5826007043, with the modifications and conditions set out in the Notice of Intent. RECOMMENDED this 29th day of September, 1995, in Tallahassee, Florida. J. LAWRENCE JOHNSTON Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 29th day of September, 1995.
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.
Findings Of Fact Petitioner is the owner and developer of real property in Brevard County, Florida. On February 17, 1982, Petitioner filed with DER an application for a permit to construct three docks in the Indian River adjacent to its property. Subsequently, Petitioner withdrew its three-dock application and re- filed its application seeking approval for one dock pursuant to the exemption requirements contained in Rule 17-4.04(9)(c), Florida Administrative Code. The permit for the exempt dock was received by Petitioner on October 1, 1982. Petitioner then filed an application to construct three new docks, while retaining the exempt dock, by application dated November 4, 1982. DER issued an intent to deny this permit application. The three docks which Petitioner proposes to construct are designed to provide a total of 58 mooring slips. The docks are proposed to be constructed in the Indian River adjacent to Petitioner's upland development which is designed to contain 214 units at build-out. Construction of the three docks will involve expenditure of approximately 845,000, and provide approximately five jobs. At the site of the proposed dock construction, the Indian River is navigable, and is classified as a Class II water body. The area of the Indian River in which the proposed docks are to be constructed has been conditionally approved for shellfish harvesting by the Department of Natural Resources. Sampling conducted by both Petitioner and DER confirm the presence of edible clams on the project site and in adjacent areas. Clams are filter feeders which ingest water and entrap suspended particles which are utilized as food. Any contaminants contained in water ingested by clams are concentrated inside the clam until naturally purged. Human consumption of contaminated clams poses a public health hazard. Petitioner proposes to construct the docks by driving pilings into the river bottom with an air-driven hammer. As the air hammer drives the piling into the soil, it displaces the soil beneath the pilings, and densifies it into the shear zone on both sides of the pile. The piles are supposed to be driven approximately four to five feet into the river bottom. The construction and operation of the marina is not expected to diminish the amount of benthic activity in the project area. The habitat provided by pilings is expected to more than offset the loss of the area displaced by their installation. However, the potential for contamination of shellfish in the project area by fecal coliform bacteria and other pollutants will be significantly increased. Although the number of shellfish might not be severely impacted, their fitness for human consumption by virtue of ingestion of pollutants associated with operation of the facility is expected. In order to attempt to offset this expected impact, Petitioner has proposed several restrictions on persons utilizing the docking facilities. Among these are prohibiting detergents for washing boats; prohibiting dockside fueling facilities; prohibiting discharge of bilge water from inboard craft into the river; prohibiting the use of toilet facilities onboard water craft; and requiring boats and equipment to be maintained in good order. Petitioner proposes to have on-site personnel or a subsequently formed condominium association to enforce these requirements; however, no specific workable mechanism for enforcing these procedures was established of record by Petitioner. Petitioner submitted testimony concerning water quality sampling performed in the project area and in areas adjacent to the proposed site. However, no analysis was conducted over and extended period of time to show existing water quality, or to give any credible comparison between the proposed site and other nonresidential marinas in the area. Further, Petitioner conducted no analysis of bottom sediments in the proposed project area in order to determine the type and extent of any pollutants existing on-site which could be expected to be re-suspended in the water column as a result of intense marine activity. These omissions are significant in view of the fact that the waters of the Indian River in this area have been approved for shellfish harvesting. There are several existing marinas and boat ramps within close proximity to the Petitioner's development. Consequently, both the general public and residents at the development have ample access to the waters of Indian River and its surroundings. Petitioner has made no showing of any hardship which would justify the granting of a variance from DER permitting requirements.
Findings Of Fact The Respondent Debra Flynn has submitted an application to the DER to construct a dock extending 190 feet waterward of the mean high water line of waters of the state, which would also extend 80 feet landward of the mean high water line through a transitional wetland area. The landward extent of the dock will completely span the DER's wetland jurisdiction at the project site. A raised "pad" of fill upon which the applicant's house would be constructed and a filled driveway, although originally a part of this application, has been altered in design by the applicant such that those two items have been removed from the geographical extent of the DER's jurisdiction and those two items in the proposed project are no longer at issue. The applicant's lot is approximately 300 feet deep by 100 feet wide. This lot is one of many similarly sized lots which border Niles Channel on the east and Nyles Road on the west, on Summerland Key. These lots vary in nature from tidally inundated mangrove wetlands to a combination of upland and transitional wetlands fringed by mangroves along the water's edge. The portion of the applicant's lot nearest to Nyles Road is primarily characterized by upland vegetation extending approximately 75 to 100 feet in an easterly direction from the road. The elevation gradually decreases toward the waterfront of the lot on Niles Channel, with buttonwood (Conocarpus erecta), dropseed (Sporobolus sp.), key grass (Monanthochloe littoralis), and sea daisy (Borrichia sp.) being the dominant species over most of the applicant's lot. Over the northern side of the property adjacent to adjoining lot 34, a pocket of black mangroves (Avicennia germinans) extends inland, nearly to the upland area described above. As the lot elevation drops toward the shoreline, mangrove growth occurs more frequently, culminating in a dense mangrove fringe bordering Niles Channel. This mangrove fringe becomes well established some 30 feet landward of the approximate mean high water line, being dominated by black and white mangroves. Waterward of the mean high water line, red mangroves dominate for a distance of approximately 30 feet out into Niles Channel. The landward portion of the dock would have only minimal environmental impacts on the transitional wetlands as established by DER's expert witness Meyer and witness Kephart. No contradictory evidence was submitted in this regard. The bottom of Niles Channel extending 65 feet waterward of the mangrove fringe area is characterized by a hard caprock substrate covered with somewhat coarse sediments and loose algaes. In addition to the loose algae, the bottom, attached marine life communities are characterized by red, brown and green algae, sponges, anemones and hard corals. Waterward of this initial 65 foot zone, a relatively narrow zone of seagrasses is encountered. This zone of seagrass extends about 15 to 20 feet in width, forming a somewhat broken, noncontinuous band extending from north to south across the front of the property. Within this seagrass band, the primary growth is turtlegrass (Thalassia testudinum). There are smaller amounts of Cuban shoalweed (Halodule wrightii). Continuing waterward of this seagrass growth, the vegetative bottom coverage decreases with sandy patches becoming larger and more frequent. The bottom profile also becomes more rough and irregular, characterized by the presence of dissolved limerock holes as well as outcroppings. These holes and outcroppings provide excellent habitat for shelter-dependent fish and invertebrate species, such as spiny lobster and stone crabs. The area constitutes-prime nursery habitat for spiny lobsters and stone crabs. Water depth where the dock, as originally proposed, would terminate, which is in the area of the lobster and crab habitat, is approximately one and one-half to two feet deep at mean low water. The dock as presently proposed would extend some 30 feet beyond that area, or about 160 feet from the waterward edge of the shoreline mangrove fringe, or 190 feet from the mean high water line. Thus, the dock as presently proposed would terminate in a flat or sandy area which is somewhat deeper or about two to two and one-half feet deep at mean low water. Termination of the dock at that point, with boat traffic involved with the dock beginning and ending at that point will result in less likelihood of damage to the lobster and crab and other more fragile marine life habitat which occurs landward of the 190 foot termination point. At this point, the dominant marine species are patchy growths of red algae (Laurencia sp.). These growths are less susceptible to damage from prop-wash and wakes of boats than are the more landward areas characterized by turtlegrass, Cuban shoalweed and the "hole and outcrop" nursery habitat area for fish, lobsters and stone crabs. The physical and biological characteristics of the water bottom at this 190 foot distance offshore are more compatible with boat usage. The bottom here is characterized by hard caprock close to the surface, with a shallow overlying layer of inorganic, coarse-grained sediment consisting primarily of pulverized rock. There are very little or no seagrasses at this point. The applicant's boat draws approximately 12 inches of water underway and 18 inches at rest, and the dock is for the private use of the applicant only. The water depth at the termination point of the dock effectively precludes the applicant from navigating to and from the proposed dock with a significantly larger, more powerful boat and thus the physical characteristics of the water depth and hard bottom existing at the dock site themselves effectively limit the likelihood of harmful prop scouring or boat grounding damage. Impacts on water quality caused by the installation and operation of the proposed dock to the extent of its use by the applicant's private boat only, will be minimal. Some turbidity and disruption of marine life will inevitably occur during construction, but this will have no serious impact on either water quality or marine resources. The dock, as it is proposed to be constructed, will be at least three feet above mean high water level. It will be sufficiently narrow in width so as to preclude significant shading of seagrasses from sunlight and resultant death or damage to the seagrass beds between the end of the dock and the mean high water line, such that no water quality violation or harm to these marine resources will ensue. The proposed construction will not eliminate valuable marine resources in Niles Channel and will have no immediate or long-term adverse impact on the quantity or quality of the State's natural marine resources through the loss of habitat in the Niles Channel area involved. Because of the varying amounts of wetlands encompassed in the lots in the Niles Channel subdivision, it is unlikely that all of the lots in the area will be developed, or that a great number of docks similar to the proposed dock will be constructed. The Petitioner's expert witness, Mr. Robertson, established that less than half of the lots in this subdivision are suitable for or likely to be developed. The Petitioner's own witness, Fahrer, also established that Monroe County is planning to restrict development in this area through their zoning power. Accordingly, there is no reasonable expectation that many similar docks will be constructed in the Niles Channel area. Further, the recent amendments to the DER's organic statutes and related rules which took effect on October 1, 1984 mandate consideration of additional restrictive criteria involving effects of such projects on wildlife habitat, which will further serve to restrict development along the shoreline in this area. The shoreline in this subdivision is essentially undeveloped, with only one other dock presently in place, which is longer and extends further into Niles Channel than does the proposed dock. Although there was testimony by witnesses for Petitioner that the proposed dock would entail bone fishermen having to navigate out and around the dock, this testimony does not establish the premise that the dock will pose a serious impediment to navigation. The proposed dock may add slightly to the disruption of some recreational fishing navigation, however, since the adjacent property has the longer dock already in place, any disruption caused by this proposed shorter dock will not be significant and will not be contrary to the public interest in terms of navigation impediment.
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 the State of Florida, Department of Environmental Regulation grant the application of Debra Flynn for a dock construction permit in accordance with the conditions delineated above. DONE and ENTERED this 9th day of April, 1985 in Tallahassee, Florida. P. MICHAEL RUFF 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 9th day of April, 1985. COPIES FURNISHED: Douglas H. MacLaughlin, Esq. James L. Torres, Legal Intern Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 James Hendricks, Esq. 317 Whitehead Street Key West, Florida 33040 Joel L. Beardsley Route 2, Box 441 Summerland Key, Florida 33042 Victoria Tschinkel, Secretary Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301
Findings Of Fact The County applied on August 24, 1979, for a permit to construct a swimming beach on the southwest shore of Sylvan Lake in the northwest part of Seminole County, Florida. On December 4, 1979, the Department gave notice of its intent to grant the permit. As proposed, the beach would be 150 feet in length along the shoreline and be approximately 65 feet deep, 40 feet on the land side of the waterline and 25 feet on the lake side of the shore waterline. Three dock structures are also proposed. The first is a boat dock to be 6 feet wide, which will extend into the lake for 25 feet with a 15 foot "L" at its end. In addition, a 6 foot wide, 20 foot long fishing pier is proposed with a 6 by 20 foot "T" on its end. Finally, the County proposes constructing a 6 foot wide 15 foot long aquatic study platform that would terminate in a 6 by 30 foot "T". The County plans to remove vegetation from an area of 150 feet long by 25 feet. As agreed at the hearing, this removal would be by hand only.. No machinery would be used. The site of the project is owned by the County. As part of its application, the County agrees to leave undisturbed 2,630 feet of the remaining shoreline it owns. At the present time approximately 20 percent of the lake's total shoreline is occupied by developed residential property. Many of the homeowners have removed the vegetation from their shorelines. The County's agreement not to alter 90 percent of its shoreline would therefore be beneficial to preserving the natural state of the lake. Sylvan Lake is an oligotropic spring-fed lake of 160 acres. Its well vegetated shoreline alternates between large grassy marshes and well-defined uplands. The lake bottom in the project site is firm sand with little potential for causing a turbidity problem. The lake has excellent water quality. It is a valuable habitat for fish and aquatic dependent birds and mammals. The vegetation along the shoreline of the project site consist of sawgrass, pickerelweed, and some arrowhead on the land side with spatterdock and mats of floating maidencane on the water side. In a freshwater closed system such as this lake the rooted emergent plants are vital to maintaining the quality of the water. The plants stabilize nutrients, expert oxygen and keep the water cool. The removal of this vegetation from a 150 foot strip will have an adverse but insignificant impact on the biological resources and the water quality of the lake. The construction of the fishing pier, boat dock, and observation platform will have no lasting environmental impact and the limited turbidity which may be generated during their construction can be well contained by the use of turbidity curtains. The swimming beach is a part of the County's plan for a diverse recreational park to provide the public with facilities for nature trails, baseball, picnicking, etc. The water classification of Sylvan Lake is Class III. CONCLUSIONS OF LAW The Division of Administrative Hearings has jurisdiction over the parties and the subject matter of this case. Section 120.57(1), Florida Statutes (1979). In this proceeding the Respondent, County, has the burden of proving that it has given reasonable assurances that the short term and long term effects of the proposed project will not result in violations of the water quality standards of Chapter 17-3, Florida Administrative Code. Section 17- 4.28(3), Florida Administrative Code; Dowdy v. Department of Environmental Regulation, Case No. 79-219, Recommended Order (DOAH July 19, 1979). That burden has been carried. The water quality standards of a Class III body such as Sylvan Lake are set out in Section 17-3.09, Florida Administrative Code. There is a preponderance of competent and substantial evidence that those standards in either the long term or in the short term will not be violated by the proposed project. The requisite reasonable assurances have therefore been given by the applicant. Hand removal of aquatic vegetation from a 150 foot strip of shoreline on a 186 acre lake, will have at most, a de minimus impact on the marine life, water quality or neighboring biota of Sylvan Lake. The applicant has met the criteria for the issuance of a permit, pursuant to Section 17-4.07, Florida Administrative Code.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED: That a final order be entered by the State of Florida, Department of Environmental Regulation determining that the requested dredge and fill permit be issued subject to the usual conditions and subject to the applicant's stipulation that any vegetation removal will be performed by hand and subject to any conditions contained in the Notice of Intent To Issue Permit. DONE AND ORDERED in Tallahassee, Leon County, Florida, this 30th day of April, 1980. MICHAEL PEARCE DODSON Hearing Officer Division of Administrative Hearings Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 COPIES FURNISHED: Mr. & Mrs. Gilbert Lee Swartz Route 1, Box 228 DD South Sylvan Lake Drive Sanford, FL 32771 Nikki Clayton Seminole County Courthouse Room 302, 301 N. Park Avenue Sanford, FL 32771 Segundo J. Fernandez, Esq. and Stanley J. Niego, Esq. Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, FL 32301 Mr. Raymond Lipton Route 1, Box 60-A Longwood, FL 32750
Findings Of Fact The proposed marina project involves the repair and renovation of a marina which has been in existence since the 1920s. The marina is located in Biscayne Bay within the City of Miami Beach, west of Purdy Avenue where it intersects with 13th Street. Currently, the marina is in a state of disrepair. In 1974, Respondent acquired ownership of the marina which was at that time an operating facility. Thereafter, Respondent began formulating plans to renovate and repair the facility. Respondent obtained estimates from construction firms to make repairs to the facility by replacing or reinforcing deteriorated members, piles, decking and other parts. Respondent plans to remove the existing wooden piers and piles consisting of 35,000 square feet of deck surface area and construct in their stead a facility consisting of only 24,560 square feet of deck surface area. The marina as renovated would not exceed its existing boundaries. In fact, the south pier of the marina will be relocated 40 feet northward of its existing location, which would place it 90 feet from the south property line. The proposed project entails construction of three main piers. The south pier is an L-shaped configuration which would extend westward 416 feet by 10 feet and then northward 304 feet by 10 feet. The north pier, also L-shaped, would extend westward 416 feet by 10 feet and then southward 202 feet by 10 feet. The center pier will have a T-shaped configuration. Its dimensions will extend westward 358 feet by 10 feet. The marina will also have a pier extending both northward and southward, 50 feet by 10 feet each from the center line of the pier. Additionally, the project will contain mooring piles along a canal which extends eastward from the northern perimeter of the marina. When completed, the marina will have accommodations for 161 vessels. The present facility, while it was a fully operating marina, accommodated 135 boats, together with over-the-water facilities constructed on a main center pier. Such facilities included a machine shop and major marina repair facilities, neither of which uses is proposed for the new facility. Construction activity for the proposed project involves no dredging or filling. In addition to reducing deck surface area to 24,560 square fete from the 35,000 square feet contained in the old facility, the proposed project also will contain 409 pilings as opposed to 1,037 in the existing facility. Existing wooden pilings will be removed and will be replaced with concrete pilings. Turbidity curtains will be used during the construction phase to reduce any adverse affect on water quality, which, in any event should be minimal. The concrete pilings will be installed by setting them in a steel template and driving them into the earth at the bay bottom with a hammer. In effect, this construction technique punches a hole straight down into the earth and results in minimal displacement of sediments at the bottom. Respondent also proposes to make certain cosmetic repairs to the sea wall at the present marina where there is some deterioration on the upper edges above the mean high water line resulting from corrosion. Such repairs will be made by welding of steel plate and putting a concrete cap over the top of the existing wall. The waters of Biscayne Bay are classified as Class III waters. There are no Class II waters in the vicinity of the proposed project. The testimony and evidence established that the area in and surrounding the marina facility is not productive in terms of benthic or faunal communities. There is virtually no marine vegetation in the area. The marina itself is almost devoid of any seagrasses, with the exception of several springs of Halophila and Caulerpa. The closest existing grass beds are located approximately 700 to 1,000 feet west of the marina's western perimeter. These grass beds, which include turtle grass and manatee grass, have apparently flourished during the period the existing marina was in full operation. Fouling organisms were found attached to pilings and the seawall areas of the marina. The waters inside the marina, and those in the surrounding area are not suitable as a habitat for breeding, nursery or feeding grounds for fish or other marine life. Studies conducted by Respondent's hydrographic expert indicate that tidal flow in the area of the marina will be enhanced by the renovation of the facility, largely due to reduction in the number of pilings, thereby reducing resistance to tidal flow. The evidence also disclosed that construction of the proposed facility will pose no navigational hazard or serious impediment to navigation in the immediate vicinity. The canal along the northern perimeter of the proposed project varies from 105 feet in width. Apparently only noncommercial boats will be docked in the marina and the canal. A marina has existed at the location of the proposed project for over 50 years, and there is no evidence that has ever created navigational problems within the canal or within the immediate area of Biscayne Bay. Petitioners suggest that the marina will "create a navigational hazard, or serious impediment to navigation..." within the meaning of DER's regulations, specifically Chapter 17-4.29(6)(b), Florida Administrative Code, under the theory that the boats to be accommodated in the facility will result in a general increase in boating traffic in north Biscayne Bay, and would, in addition, adversely affect the public's "navigation" of automobiles across numerous draw bridges whose spans will often be raised to accommodate boat traffic. It does not appear that chapters 253, 258.165 or 403, Florida Statutes, afford DER the authority to consider such factors in determining whether to issue a water quality permit. Even assuming that as a matter of law DER may consider such factors, the evidence presented by Petitioners on this point was vague and speculative. In its Proposed Order of Issuance, DER imposed seven permit conditions which, when combined with the design of the project and the facts set forth above, constitute "reasonable assurance" that the proposed project will not adversely affect water quality. These conditions include the following: Turbidity shall be monitored once daily during periods of water related construction activities at mid-depth 100 ft. upcurrent and 100 ft. down-current of the work area by a person(s) (project monitor) designed by the permittee. Adequate controls are taken during construction so turbidity levels beyond 100 ft. of the construction area in Biscayne Bay do not exceed 50 J.T.U. A pumpout station shall be installed and maintained for the removal of sewage and wastes from the vessels using this facility. No liveaboard vessels shall be docked at this facility unless said vessel has either a Coast Guard approved Marine Sanitation Device or a direct sewage pumpout connection is provided at the liveaboard slip. There shall be no positive drainage of stormwater runoff from the marina parking lot to Biscayne Bay. Fuel storage tanks shall be constructed of non-corrosive materials and located on the upland portion of the site. The fuel storage tanks shall be pressure tested at least once yearly to ensure that they are not leaking. Test reports shall be submitted to DER and the Dade County Environmental Resources Management. Floating oil booms and sorbent materials or equivalent equipment shall be available on site at all times in order to contain and clean up any oil or fuel spills. All marina employees shall be trained in the deployment and usage of the above spill cleanup equipment. The equipment above shall be subject to inspection by all regulatory agencies. At the conclusion of the hearing, it was stipulated among the parties that Petitioner, Izaak Walton League of America, Mangrove chapter, has standing to maintain this action pursuant to Section 120.57(1), Florida Statutes. With respect to Save Our Bay, the evidence disclosed that it is an unincorporated association which was formed for the purpose of preserving the waters of Biscayne Bay for safe navigational use, swimming and fishing, and to enhance the beauty of sunset Island and the venetian Isles, while at the same time protecting the area from the effects of pollution. Members of Save Our Bay own property in the vicinity of the proposed project, and use the waters in that area for swimming, boating and fishing. Their use of the natural resources of Biscayne Bay could be affected by construction of the proposed project. Walton, Save Our Bay and Respondent Turchin have submitted proposed findings of fact in this proceeding. To the extent that such findings of fact are not adopted in this Recommended Order, they have been specifically rejected as being either irrelevant to the issues in this cause, or as not having been supported by the evidence.
Findings Of Fact Respondent/applicant, The Yachting Arcade (applicant), initiated this matter when it filed an amended application with respondent, Department of Environmental Regulation (DER), on April 27, 1984, seeking a permit authorizing the construction of a docking facility on the eastern shore of Bethel Creek in the City of Vero Beach, Florida.1 Specifically, applicant wished to construct a commercial shoreline dock 530 feet long and six feet wide with four access docks at various locations along the shoreline. The access docks would vary in size from thirteen to sixteen feet in length and from four to ten feet in width. The dock will be situated in front of a two-story commercial structure and parking lot on 1.14 acres owned by applicant which lies between Highway A-1-A and Bethel Creek. That structure will house a restaurant and other retail establishments. A city permit for the dock was previously issued on November 17, 1983, and remains in effect at this time. According to the parties, permit approval is also required from the Department of Natural Resources (DNR). However, DNR is awaiting action by DER before issuing or denying a permit. Bethel Creek is a relatively small navigable U-shaped dead-end canal connected to the Intracoastal Waterway in the Indian River in Indian River County, Florida. It is classified as a Class III water of the State. Because of continued development along the Creek, and poor flushing characteristics, the water has gradually deteriorated over the years. Most of its shoreline is bulkheaded in the vicinity of the proposed project, and it has a depth of around fifteen to twenty feet. The width of the Creek at the site of the project ranges from 120 to 195 feet and represents the most narrow part of the canal. The project is approximately one to two-tenths of a mile from the dead-end of the canal, and less than a half a mile from the opening at Indian River. In addition to applicant's commercial development, there are a number of single family residences on the Creek, a large condominium known as the Riverwalk Condominium, and eight townhouses at the deadend of the Creek. Other development may also exist but was not disclosed at hearing. There are a number of existing private docks with boats on the Creek including a four-dock marina at the end of the canal. Petitioner, Riverwalk Condominium Association, Inc., is an association of condominium owners who reside within 500 feet of the proposed activity. Under the proposal, applicant intends to limit the docking facilities to the private use of The Yachting Arcade." There will be no fuel or maintenance service for boats, and sewage disposal facilities and live-aboards will be prohibited. Shoreline improvement is to be accomplished by excavating an area landward of the dock, backfilling the area with sand and rubble, placing filter fabric over the backfill, laying sand and gravel over the fabric and revegetating the excavated/backfilled area with cordgrass and red mangroves. The theoretical capacity of the docking facility will depend on the size of the boats, but it will allow docking by up to twelve to fifteen boats of the fifty foot category at one time, or up to thirty-six smaller boats simultaneously. At the insistence of DER, the boats will be moored parallel to the Creek in an effort to not impede navigation. After receiving the original and amended applications, DER personnel made three on-site inspections of the property. These were conducted in January and May, 1984 and May,|1985. Although no water quality testing was performed, the Department found the Creek to be a viable habitat for various game and nongame species, including mullet, sheepshead, tarpon, snapper, manatees, great blue herons and egrets. The property along the shoreline was comprised of Australian pines, pepper trees and railroad vines until they were removed in June, 1985 by applicant. There has been severe erosion along the water front but this will diminish through revegetation and excavation of the bank. The construction of the dock will create only minor, short-term turbidity. The quality of the water within the Creek is now poor, but a vegetated shoreline, including mangroves, will assist in cleansing the water and improving its quality. Therefore, applicant has given reasonable assurances that the proposed project will not violate established water quality standards, or constitute a threat to marine life, wildlife or natural resources. According to agency rule an applicant must demonstrate that "the proposed project will not create a navigational hazard, or a serious impediment to navigation. . ." in the affected waters. Even though the dock will be built at the most narrow part of the creek, and may have as many as thirty-six boats moored at any one time, the agency expert concluded that no impediment to navigation would occur.2 However, testimony by residents on the Creek indicate that the actual navigable part of the stream is much smaller, and that boats are frequently "beached" because of the shallow nature of the waters. Since applicant will simultaneously allow as many as fifteen boats in the fifty-foot category, or thirty-six of a smaller variety, to traverse the Creek, there will be a serious impediment to navigation on the narrow navigable part of the Creek. Moreover, it will create a navigational hazard. A restriction on the number of boats to use applicant's dock at one time is not practical, and even DER omitted such a condition because of its inability to enforce this provision. Therefore, the criteria for issuance of a permit have not been met.
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED that the application of The Yachting Arcade for a permit to construct a shoreline dock on Bethel Creek in Indian River County, Florida be DENIED. DONE and ORDERED this 7th day of August, 1985, in Tallahassee, Florida. DONALD R. ALEXANDER Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, FL 32301 (904)488-9675 Filed with the Clerk of the Division of Administrative Hearings this 7th day of August, 1985.
