The Issue The issue on appeal is whether, pursuant to Clearwater Code of Ordinances Section 4-505, to sustain or reverse, with or without conditions, the decision of the Community Development Board on June 20, 2003, denying Cepcot Corporation's application to build a convenience store with two islands for pumping gas.
Findings Of Fact Petitioner The Cepcot Corporation (Cepcot) owns real property located at 657 Court Street in the downtown zoning district of the City of Clearwater (Property). On December 17, 2002, Cepcot filed a Flexible Development Application for a comprehensive infill redevelopment project (Application) on the Property. At the time of the proposal, the Property, which comprises 0.95 acres, was developed with a restaurant in a building that was the former Clearwater train station, a thrift store, and a park. The Application proposes the demolition of these improvements and their replacement with a 3200 square-foot convenience store and two gas pump islands. The Property fronts Chestnut Street to the south, East Avenue to the east, and Court Street to the north. The surrounding area is developed with office uses to the west and south, a privately owned utility plant to the north, and warehouse uses to the east. Upon the completion of the Memorial Causeway bridge, which is presently under construction, traffic to the beach will use Court Street and traffic from the beach will use Chestnut Street. In response to questions and suggestions from Respondent's staff, Cepcot revised the proposed site plan several times. The Application is presently complete. Respondent's Planning Department prepared a Staff Report, which finds that the proposed project does not meet certain requirements and recommends denial of the Application on several grounds. On June 17, 2003, Respondent's Community Development Board (CDB) considered the Application. CDB denied the Application and issued a development order explaining the reasons for denial as follows: The proposal is inconsistent with the adopted Community Development Code, the Comprehensive Plan, 1995 Clearwater Downtown Redevelopment Plan, and the Downtown Design Guidelines. The proposed automobile service station is not a permitted use within the downtown district. Approval of the proposed use may encourage other like uses and may be detrimental to downtown redevelopment. The proposal does not comply with the Flexible Development criteria as a comprehensive infill redevelopment project per Section 2-803. The proposal is not in compliance with the other standards in the Code including the general applicability criteria for Section 3-913. Most of the reasons cited for denial involve Respondent's Community Development Code (CDC), which is the land development regulations. The Property is in the Downtown District. CDC Section 2-901 states: "The intent and purpose of the Downtown District is to establish a mixed use downtown where citizens can work, live, and shop in a place which is the economic, governmental, entertainment and cultural focal point of a liveable city." CDC Section 2-902 sets forth the permitted uses within the Downtown District, and CDC Chart 2-100 lists permitted uses by zoning district. The proposed uses are not among the permitted uses for the Downtown District (or the Tourist District, to which portions of the record refer). CDC Section 2-903.C sets forth the following ten criteria to be applied in determining if the proposed use qualifies as a Comprehensive Infill Redevelopment Project (CIRP) that may qualify an otherwise non-permitted use: The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the use, intensity and development standards; The development of the parcel proposed for development as a Comprehensive Infill Redevelopment Project will not reduce the fair market value of abutting properties; The uses within the comprehensive infill redevelopment project are otherwise permitted in the City of Clearwater; The uses or mix of uses within the comprehensive infill redevelopment project are compatible with adjacent land uses; Suitable sites for development or redevelopment of the uses or mix of uses within the comprehensive infill redevelopment project are not otherwise available in the City of Clearwater; The development of the parcel proposed for development as an comprehensive infill redevelopment project will upgrade the immediate vicinity of the parcel proposed for development; The design of the proposed comprehensive infill redevelopment project creates a form and function which enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole; Flexibility in regard to lot width, required setbacks, height and off-street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole; Adequate off-street parking in the immediate vicinity according to the shared parking formula in Division 14 of Article 3 will be available to avoid on-street parking in the immediate vicinity of the parcel proposed for development; The design of all buildings complies with the Downtown District design guidelines in Division 5 of Article 3. CDC Section 3-913.A sets forth the General Applicability criteria. CDC Section 3-913.A.1 states: "The proposed development of the land will be in harmony with the scale, bulk, coverage, density, and character of adjacent properties in which it is located." CDC Section 3-913.A.5 states: The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development."
The Issue The issue to be determined is whether the applicants, William Guererro and Christina Bang, a/k/a Christina Guerrero (Applicants), are entitled to issuance of a Consolidated Environmental Resource Permit and State Lands Approvals for various structures on the Applicants’ property at 58458 Overseas Highway, Marathon, Florida.
Findings Of Fact The Parties Petitioners Bernard Spinrad and Marian Spinrad are the owners of adjoining parcels of property with the addresses of 58418 and 58420 Overseas Highway, Marathon, Florida. They acquired the property in December 2001. They recently completed construction of two residential structures on the properties. The structure at 58418 Overseas Highway is currently listed for sale. The structure at 58420 Overseas Highway is a vacation rental property. Neither structure is Petitioners’ permanent residence. The DEP is the state agency with the power and duty to regulate activities in waters of the state pursuant to chapter 373, Florida Statutes. The DEP also serves as staff to the Board of Trustees of the Internal Improvement Trust Fund (“Board of Trustees”) to review and act on activities on state sovereignty submerged lands under chapter 253. The Applicants, are the owners of adjoining parcels of property with the address of 58478 Overseas Highway, Marathon, Florida (the Property). They purchased the Property in June 2010. The structures that are the subject of the Permit are to be constructed near or waterward of the shoreline of the Property. The Property The Property is located on Grassy Key, an island in the middle Florida Keys, within limits of the city of Marathon, Monroe County, Florida. U.S. Highway 1 passes through Grassy Key. The Property -- as is that of Petitioners -- is situated between U.S. Highway 1 and the open waters of the Atlantic Ocean. In the early part of the 20th century, a portion of Grassy Key was platted as the Crains Subdivision. The properties owned by Applicants and Petitioners are within the Crains Subdivision. During the periods of time directly relevant hereto, the Property has been owned by Burgess Levine, who owned the property during the period prior to the October 2006, landfall of Hurricane Wilma until June 2010, and by Applicants, who have owned the Property since June, 2010. Grassy Key Grassy Key is three-miles long, and has 6800 feet of beaches, none of which are designated as critically eroded. The island fronts the Atlantic Ocean to the east, and the more protected waters of Florida Bay to the west. The waters along the Atlantic Ocean shoreline of Grassy Key in the area at issue are shallow, with an extremely flat bottom having a very gradual slope of approximately 1 to 30, meaning there is a one foot vertical change over 30 horizontal feet. The mean tide range at the Property is about 1.7 feet. Under normal conditions, the stretch of Grassy Key at issue is fairly characterized as a zero-wave energy shoreline. Waves break well offshore and there is negligible wave energy propagating beyond that point. What shoreline energy exists is produced by small tide currents and wind-shear on the water surface that moves water along the shoreline. The direction of the water movement is dependent on tides and wind direction, with the predominant direction being from north to south. Erosive and other significant changes to the shoreline of Grassy Key, including that stretch fronting the Property, are event driven, meaning when there is a coastal storm that causes a rise in the water level, substantially higher than the astronomical tide, waves can propagate onto the shoreline of Grassy Key. The wind and waves can come from virtually any direction depending on the storm. A storm of greater intensity will create higher energy-wave conditions. Although storm conditions may only occur over 1 to 3 percent of a given year, with the rest of the year having zero-wave energy, on average the coastline may be considered to be of moderate-wave energy. The beach sediment along the Grassy Key shoreline in all areas pertinent hereto consists of calcareous material, made up of the breakdown of corals and coralling algae, with a significant fraction of other detrital marine material. The upper beaches of Grassy Key, including that on the Property, generally consist of coarse, calcareous sand with a small fraction of calcareous silt-size particles. The inter-tidal areas along Grassy Key consist of predominantly fine calcareous sand, with a greater fraction of calcareous silt. Extending out into the nearshore area all along Grassy Key, including that fronting the properties owned by Petitioners and Applicants, the sediment becomes a very fine calcareous sand, with a greater fraction of the material being calcareous silts and clays, and with a substantial amount of organic mud of a marine origin, classified as Islamorada muck. Since at least the 1970s, one wading in the nearshore waters along Grassy Key could expect to sink into the surface muck to a depth of anywhere from six inches to two feet. The depth of muck becomes less as one moves further out and approaches the offshore Thalassia beds. Although some areas offer more resistance than others, it is routine to experience difficulty in walking and wading along the coast of Grassy Key because of the high percentage of clays and silts in the substrate. The band of muck narrows as one proceeds towards the northern stretches of Grassy Key, until one reaches the furthest areas to the northeast where the nearshore transitions to exposed rock and hard bottom. The surface muck that exists in the nearshore waters of Grassy Key, having a sizable component of decaying organic material, gives off an odor of hydrogen sulfide when disturbed that some find to be unpleasant. The odor is a naturally- occurring condition of the sediment, and is common in mucky areas all around the southern coasts of Florida. The suggestion that the shoreline in the vicinity of the Petitioners’ property, and that of Applicants, was a naturally occurring white, sandy beach is contrary to the greater weight of the evidence. To the extent the shoreline at Petitioners’ property may have been temporarily altered by the overwash from Hurricane Wilma as discussed herein, Petitioners’ own post-Wilma man-made efforts at beach stabilization, or the redistribution of sediments occasioned by Hurricanes Isaac and Sandy in 2012, the evidence demonstrates the “mucky” condition described herein to be more consistent with the natural and long-standing conditions of Grassy Key. Thus, as Grassy Key exists in the present time, one may expect to encounter six inches to two feet of loose muck anywhere along the nearshore area. Close to shore of Grassy Key are scattered beds of Halodule, a species of seagrass that tends to emerge and grow in shallow waters. The growth of Halodule is influenced by the nature of the sediments, the salinity temperature, and clarity of the water. Storm events have a significant effect on its growth. Given its transient nature, Halodule may vary in any given area from nonexistent, to spotty, to well-established beds. As one moves further offshore, the Halodule transitions to large, continuous beds of Thalassia. Thalassia grows in deeper water, and is common to a depth of about 12 feet. Being deeper and less affected by storm energy, the line of the Thalassia beds off of Grassy Key has not substantially changed over time. As wind and waves come across the grass beds, and as tides ebb and flow, grass blades are cropped. The amount of grass varies seasonally to a degree. The cropped and dislodged seagrasses, along with other organic material entrained therein, are naturally carried by the tides and wind and stranded along the shoreline. The stranded material is known as wrack, and the line of stranded material is known as the wrack line. Grassy Key is well known for the large seagrass wracks that pile up on the shoreline. A wrack line is a normal and natural occurrence in marine environments like that of Grassy Key, and can be a good indicator of the upper edge of the water action at a particular time. The cropping and dislodging of seagrass is accentuated during major or minor storm events. During Hurricane Rita in 2005, a very large seagrass wrack was blown onto the shoreline of Grassy Key. It was subsequently blown back out to sea by the overwash from Hurricane Wilma. The decomposition of the seagrass and other organic materials creates a significant odor that is not uncommon. That odor of decomposing material is well-recognized as being associated with Grassy Key. Areas along the shoreline of Grassy Key have been used by sea turtles for nesting. However, the nature of the substrate in the area of the Property is not optimal for nesting. Generally, sea turtles require a nesting site with 15 to 20 inches of sand above the water table so as to allow them to dig a suitably deep and dry cavity for their eggs. The natural substrate along the section of Grassy Key at issue is coarser and more difficult to dig into, and does not have the depth of sand for the best chance of a successful nest. Despite the nature of the substrate, Petitioner testified as to her observation of turtle nests along her property in each year from 2006 through 2010. Since the SW Groin, the Mid-bulkhead, and the NE Groin were all in existence and functioning during that period, with work to the SW Groin having been completed by 2008, the preponderance of the evidence demonstrates that those structures have no effect on the success or failure of sea turtles to nest along the property. To the extent nesting has been disrupted since 2011, the most logical inference that can be drawn from the evidence is that such disruption is the result of the Mid-Jetty Extension, which is slated for removal under the terms of the Permit. The preponderance of the evidence demonstrates that the structures and activities authorized by the Permit will have no adverse effect on sea turtles. Hurricane Wilma In October, 2005, Grassy Key was pounded by Hurricane Wilma. The storm passed to the north, and created a substantial storm surge that moved from west to east across Grassy Key. The storm surge created a “ridge and runnel” effect on the Atlantic facing shoreline, with the channelization of the storm tide flow creating erosion and gullies on upland shore-adjacent properties. The storm surge and flooding across Grassy Key caused substantial wash-outs of sand; transported a large volume of sandy, upland sediments into the nearshore waters of the Atlantic Ocean; and created washover “fans” of material along the shoreline of Grassy Key. The effects of the Hurricane Wilma storm surge manifested just north of the Property, became substantial at the Property, and continued south down the shoreline for a considerable distance. At the Property, sand was pushed from 50 to 100 feet waterward from the existing shoreline, and a substantial runout was created running parallel and north of the SW Jetty. The sand pushed into the water buried everything in its path, including seagrasses. In short, the post-Wilma shoreline from the Property south along Grassy Key was left in a completely disrupted state. The nearshore waters fronting the properties owned by Petitioners and Applicants were affected by the deposition of sandy, upland sediments, which temporarily created areas of substantially harder-packed sediment. Over time, as the shoreline equilibrated and the sandy sediment distributed through a broader area, more typical shoreline conditions returned. The photographic evidence demonstrates that the Mid- bulkhead and the SW jetty structures were impacted by the Hurricane Wilma storm surge. In addition, the sandy area between the mid-bulkhead and the SW jetty was pushed seaward from its previous location. The scars from Hurricane Wilma remain evident through the most recent aerial photographs received in evidence. It is visually apparent that seagrass, though reappearing in patches, has not reestablished in the nearshore areas along the affected shoreline of Grassy Key -- including the areas in front of the Property and the property owned by Petitioners -- to the extent that it existed prior to the storm. Post-Wilma Activities When Hurricane Wilma hit, the Property was owned by Burgess Lea Levine. Not long after Hurricane Wilma, Ms. Levine shored up the SW Jetty, and performed work in the “beach” area between the mid-bulkhead and the SW jetty. The photographic evidence also supports a finding that the rock outline of the Mid-jetty was reestablished to its pre-Wilma configuration. The repairs to the SW Jetty resulted in a structure that is virtually indistinguishable in size and shape to the SW Jetty as it presently exists. The wrack line at the beach area after it was “worked” following the passage of Wilma, shows the area in which work was done to be generally consistent with -- though slightly seaward of -- the 2005 post-Wilma shoreline. In 2008, Ms. Levine applied for a series of exemptions and for consent of use for state-owned lands for “shoreline repair, replace earthen ramp with a concrete ramp, repair wood deck, replace mooring piles & maintenance dredge existing channel w/in Atlantic Ocean.” On September 19, 2008, the DEP issued a regulatory authorization and proprietary submerged land approval. The Rights of Affected Parties that accompanied the September 19, 2008, notice provided that “[t]his letter acknowledges that the proposed activity is exempt from ERP permitting requirements” and that “this determination shall expire after one year.” The notice of Rights of Affected Parties did not apply to the proprietary authorization. At some time after issuance of the regulatory authorization, Ms. Burgess initiated additional work to repair the SW Jetty. The photographic evidence, which is persuasive, indicates that the work on the SW Jetty, including the concrete cap, was complete by the end of 2008. When Applicants purchased the Property, the determination of exemption issued in 2008 had, by application of the notice of Rights of Affected Parties, expired. Shortly after the Applicants purchased the property, they had the existing family home demolished. Applicants intend to construct a winter vacation home for their personal use on the property. 2012 Storms In August and October 2012, Grassy Key was subject to event-driven conditions as a result of the passage of Hurricanes Isaac and Sandy. Those storms redistributed large areas of sediments that had been moved offshore by the effects of Hurricane Wilma. The Proposed Permit The February 20, 2013, Permit provides that the structures described herein do not require the issuance of an Environmental Resource Permit, subject to the criteria and conditions in Florida Administrative Code Rule 40E-4.051. The Permit provides that the boat ramp is eligible to use the general permit in Florida Administrative Code Rule 62-330.417, the repair and replacement of the dock is exempt pursuant to section 403.813(1)(b), Florida Statutes, the maintenance dredging of the Channel is exempt pursuant to section 403.813(1)(f), and that the repair and replacement of the NW Jetty, the SW Jetty, and the Mid-bulkhead are exempt because the structures are “historic in nature and pre-dates Department regulations.” In addition to the regulatory authorizations, the Permit granted proprietary authorization by Letter of Consent for the dock pursuant to Florida Administrative Code Rule 18- 21.005(1)(c)4., and for the Channel, the NW Jetty, the SW Jetty, and the Mid-bulkhead pursuant to rule 18-21.005(1)(c)7. The Permit established the mean high-water line as that existing in 1974 and depicted on the “Richmond Survey.” Proprietary authorization for the boat ramp was determined to be unnecessary due to its location above the mean high-water line. Finally, proprietary authorization for the “Sandy Area” or beach between the Mid-bulkhead and SW Jetty was granted by Letter of Consent pursuant to rule 18-21.005(1). On September 20, 2013, the DEP filed a Notice of Additional Grounds for Exemption Determination, in which it found each of the structures subject to the regulatory review to “have only minimal or insignificant individual or cumulative adverse impacts on water resources” and to thus be exempt from the need to obtain an Environmental Resource Permit pursuant to section 373.406(6), Florida Statutes. On December 12, 2013, Applicants filed a Notice of Filing Proposed Changes to the Pending Agency Action in which they agreed to certain additional conditions, and which referenced the October 1, 2013, repeal of rule 40E-4.051, and its replacement by the “Statewide ERP rules.” For purposes of this de novo proceeding, the proposed Permit at issue includes the February 20, 2013, Permit; the September 20, 2013, Notice of Additional Grounds for Exemption Determination; and the December 12, 2013, Notice of Filing Proposed Changes to the Pending Agency Action. The Proposed Structures Groins There has been some confusion relating to the names of the structures that are subject to the proposed Permit. Two of the structures are referred to as jetties, the NE Jetty and the SW Jetty, and the middle structure is referred to as the Mid- bulkhead. A jetty is a navigation structure that is constructed at a barrier inlet. Its purpose is to stabilize the inlet and prevent shoaling by “jetting” current and wave-driven sand further offshore, such that the offshore bar is moved into deep enough water to allow navigation in and out of the tidal inlet, and allowing the tidal current between the ocean and the receiving body of water to keep the inlet scoured and open. There are 48 jetties on the open coast of Florida, none of which are in the Florida Keys. A groin is a structure designed for shore protection purposes. A groin is typically aligned perpendicular to the shoreline, or “shore normal.” The structures identified in the Permit as the NE Jetty and the SW Jetty are clearly groins, and not jetties. The mid-bulkhead is a groin, generally for shore confinement, with a channel-facing bulkhead. For purposes of continuity, the structures will be identified by the names given them in the Permit. Since there is negligible wave energy along the shoreline normal conditions, the groins have little or no day- to-day effect on longshore transport. Under storm conditions, the structures affect longshore transport, as evidenced by accretional “fillets,” and function as shoreline protection and confinement structures. The rock groins provide shelter, habitat and structure for corals, sponges, lobster, and fish in the area. The preponderance of the evidence demonstrates that the groins authorized by the Permit will have no adverse effect on fish and wildlife resources. NE Jetty The NE Jetty was originally constructed in the early 1960s, likely concurrent with the dredging of the navigational channel. The quality of the aerial photographs of the period make it difficult to tell if the NE Jetty was a loosely-placed rock embankment or a more well-designed and constructed structure. However, the fillet of sand accreted to the north of the Channel demonstrates that the jetty was in existence and functioning as a shore-protection structure. By the 1970s, the NE Jetty had become overwhelmed by longshore sediment transport from the northeast. Sediment overtopped the NE Jetty and filled in the landward reaches of the Channel. At that point, ability of the NE Jetty to perform as a shore protection structure was compromised to the point that it could no longer hold the shoreline out of the basin or the landward portion of the Channel. The Mid-bulkhead became the dominant structural control over the shoreline and started to accrete the shoreline to the northeast. At some time between 1977 and 1981, the Channel was maintenance dredged pursuant to a permit issued by the Department of Environmental Regulation, DEP’s predecessor agency. The NE Jetty appeared on the plans for the maintenance dredging. Thus, the most reasonable inference that can be drawn from the evidence is that the NE Jetty was repaired and restored in conjunction with the approved maintenance dredging. By 1981, the NE Jetty had been restored as the dominant shore protection structure north of the Channel, and a fillet of accreted material had been reestablished. The aerial photographs from that period are not sufficiently distinct to determine the precise size, shape, and configuration of the NE Jetty at that time. However, there is no evidence of additional work having been performed on the NE Jetty between 1981 and 1985. By 1985, the NE Jetty existed in substantially the size, shape, and configuration as it existed at the time of Hurricane Wilma. Between 1981 and the 2005 arrival of Hurricane Wilma, the evidence is convincing that the NE Jetty was holding up the shoreline to the northeast and preventing sediment from filling in the upper reaches of the Channel. Although the evidence suggests that the NE Jetty had, by 2005, begun to show its age, the continuous presence of an accretional fillet demonstrates that it continued to serve its function as a shore-protection structure. Although the NE Jetty suffered damage from Hurricane Wilma, it continued to perform its shoreline protection function. Aerial photographs taken in 2009 and 2011 show a relatively distinct structure with a well-defined accretional fillet. Thus, the greater weight of the evidence demonstrates that, at the time of its repair in May 2011, the NE Jetty was a functional groin. The NE Jetty, as repaired in 2011, is of substantially the same size, shape, and location as the structure depicted in aerial photographs taken in 1985, 2009, and early 2011. Although the elevation of the structure was increased over its pre-repair elevation, the increase was that reasonably necessary to prevent the function of the structure from being compromised by the effects of age and weather. The work performed on the NE Jetty, consisting of new rock laid on top of the existing rock, constituted repair and maintenance of the existing structure. Since 2005, and at the present time, the shoreline north of the NE Jetty has reached a state of equilibrium and stability, and is not expected to change significantly from its current condition. The preponderance of the competent, substantial evidence demonstrates that the effect of the NE Jetty on the shoreline and water resources of Grassy Key in the vicinity of the properties owned by Applicants and Petitioners is minimal and insignificant. The sand and sediment accreted to the north of the NE Jetty since 1981 is in the range of 250 square feet. SW Jetty The aerial photographs from 19647/ demonstrate that some form of structure then existed at the location of the current SW Jetty. The structure is indistinct due to what appears to be sidecast material from a small channel in front of the property to the immediate south of the Property. By 1971, the SW Jetty had become more distinct. From that time forward, the SW Jetty, and its accompanying fillet of accreted material, appears in roughly the size and shape of the structure as it appeared immediately prior to the arrival of Hurricane Wilma. The SW Jetty was heavily impacted by Hurricane Wilma. The overwash from the storm created a substantial runout alongside the SW Jetty, and the post-storm aerials suggest that the jetty boulders were undermined and shifted from their more uniform 2003 appearance. Immediately after Hurricane Wilma, the owner of the Property commenced restoration and repair activities. As part of the activities, the SW Jetty was repaired with the addition of boulders, which were often three feet and every now and then as much as four feet across. The boulders, being irregularly shaped, could not be stacked like Legos®, so the repairs were not neatly within the precise pre-Wilma footprint. However, the repaired SW Jetty was substantially in the length and location as existed prior to Hurricane Wilma, though it may have had a slightly wider cross-section. By 2007, the work on the SW Jetty was complete, and it had assumed its present appearance with the addition of a concrete cap. Its appearance -- i.e. length, width, and location -- in 2007 and 2008 was not dissimilar from its appearance in 2003. As repaired, the SW Jetty effectively constitutes the same structure that it has been since its initial construction. From a coastal engineering perspective, the work that was performed on the SW Jetty, consisting generally of new rock laid on top of the existing rock, constituted repair and maintenance of the existing structure. Dr. Lin testified that between 1974 and 2011, the area to the southwest of the southwest jetty was “about equalized,” though it was “accreting a little bit.” Thus, the effect of the SW Jetty on the shoreline of Grassy Key in the vicinity of the properties owned by Applicants and Petitioners from 1974 to 2011 was minimal and insignificant. Dr. Lin testified that, since 2011, the same area had eroded. The only substantive shoreline change that logically accounts for that subsequent erosion is the Mid-bulkhead extension, which is slated for removal under the terms of the proposed Permit. Petitioner testified that she observed no adverse effects from activities on the Property until after February 2011.8/ Since work on the SW Jetty was complete by no later than 2008, Petitioner’s testimony supports a finding that the SW Jetty has had no measurable effect on the water resources in the vicinity of the properties owned by Applicants and Petitioners. The preponderance of the competent, substantial evidence demonstrates that the effect of the SW Jetty on the shoreline and water resources of Grassy Key in the vicinity of the properties owned by Applicants and Petitioners is minimal and insignificant. Mid-bulkhead The structure of the Mid-bulkhead first appeared as part of the sidecast material from the excavation of the navigation channel in 1964. It coalesced into a defined but smaller and more rudimentary structure in the 1971-1972 time period. At that time, it was acting as the predominant shore protection structure due to the overtopping of the NE Jetty with sediment, which also filled in the landward reaches of the Channel. By 1981, after the maintenance dredging of the Channel, the Mid-bulkhead had assumed substantially the size, shape, and location that it has currently. The Mid-bulkhead has a navigation function of protecting the landward extent of the Channel from the collapse of adjacent sand and sediment, and a shore protection and compartmentalization function. Those functions have been consistent since 1981. The Mid-bulkhead appears to have been subjected to the overwash of sand and sediment from Hurricane Wilma, though it maintained its shape and form. The outline of the Mid-bulkhead appears to be more well-defined after the initial post-Wilma repairs. In any event, the configuration and size of the Mid-bulkhead is substantially the same as it had been since 1981. At some point, the interior section of the Mid- bulkhead was topped with soil that is inconsistent with that naturally occurring in the area. That fill was confined, and brought the Mid-bulkhead to a more even grade with the rock outline, but could have had no measurable effect on the shoreline and water resources of Grassy Key in the vicinity of the properties owned by Applicants and Petitioners. The preponderance of the competent, substantial evidence demonstrates that the effect of the Mid-bulkhead is minimal and insignificant. Channel In 1961, the Department of the Army authorized dredging of a navigation channel at the Property. The approved channel was to be 700 feet long, 30 feet wide, and to a depth of five feet below mean low water. The Florida Trustees of the Internal Improvement Fund issued a letter of no objection. By 1964, the Channel that is the subject of this proceeding had been dredged, though not to the 700-foot length approved. Rather, the Channel was dredged to a length of approximately 290 feet. Much, if not all of the dredge spoil was sidecast, creating a rock structure alongside the Channel. Measurements taken during the course of this proceeding demonstrate that the initial dredging resulted in near vertical side slopes, which shows that the bailing of the bedrock was accomplished to the limits. The width of the Channel is from 28 feet to 32 feet wide, which is within an acceptable tolerance of the 30-foot approved width. In 1976, the then-owner of the Property sought a permit from the DEP’s predecessor, the Department of Environmental Regulation, to maintenance dredge the Channel to a dimension of 290 feet long and 30 feet wide, to a depth of minus 8-feet mean high water, and to construct a new rock jetty to extend 230 feet waterward from the existing terminus of the NE Jetty. Given the mean tide range of 1.7 feet at the Property, the depth of the proposed dredging would have been minus 6.3 feet mean low water, or 1.3 feet deeper than originally approved. The permit drawings depict the existing NE Jetty, the Channel boundary, the outline of the Mid-bulkhead, and the sidecast rock structure alongside the southern side of the Channel. The permit was denied. In 1977, the owner of the property reapplied for a permit to maintenance dredge the Channel to a dimension of 290 feet long and 30 feet wide, and to a depth of minus 4.0 feet below mean low water nearshore to minus 6 feet below mean low water at the waterward end. The proposal to construct an extension of the NE Jetty was deleted. The permit was issued, and a severance fee for the dredged material was paid based on a projected 700 cubic yards of material removed. The permit drawings and photographs depict the existing NE Jetty, the nearshore Channel boundary, and the general outline of the Mid- bulkhead. By 1981, aerial photographs demonstrate that the maintenance dredging of the Channel was complete, the NE Jetty was in place and functioning to protect the shoreline as evidenced by the accretional fillet, and the Mid-bulkhead had assumed its approximate current shape and configuration. Although the Channel has varied in depth over the years since the maintenance dredging and Hurricane Wilma, the greater weight of the evidence, including photographic evidence, indicates that the Channel was well-defined and remained navigable during that period. The Channel is an open-water exposed channel. Water in the Channel mixes due to direct tidal flow and the sheet flow of water due to shear wind stress. As water passes over the Channel, it sets up gyre, which is a mixing process. The open- water exposed Channel is subject to a high degree of mixing, even on normal waveless conditions, because of the wind transport of water and the tidal transport of water. The Channel is not a semi-enclosed basin. A semi- enclosed basin does not receive the direct forcing functions that an open-water channel receives. A semi-enclosed basin has no direct connection to open waters, but is connected to open waters by a narrower opening. Although a semi-enclosed basin exchanges water via every tidal cycle, the flushing process is one of slow mixing, in which a little bit of water is added to and withdrawn from the larger basin through the narrow opening during each tidal cycle. In such a case, a flushing analysis may be necessary to determine how much time and how many tidal cycles it may take to effect a complete exchange of the water in the semi-enclosed basin, and thus, for example, to dilute a pollutant to an acceptable level. A flushing analysis is not needed in this case because the Channel is an open-water, openly-exposed location subject to a high degree of mixing under normal day-to-day tidal processes. There is no greater basin connected by a restricting connection as with a semi-enclosed basin. Rather, the Channel has direct exposure to the tides, along with wind shear stress moving the water. The evidence in this case is substantial and persuasive, because the Channel is highly exposed to the open water and the tides, and a well-mixed and well-flushed aquatic system, that a flushing analysis is neither required nor necessary. Dock The dock made its first obvious appearance in 1981. It appears in a consistent shape and appearance through 2011. Aerial photographs taken in 2012, after the maintenance dredging of the Channel was conducted, show the dock had been removed. At the time of the hearing, the Applicants had installed new pilings and vent boards for the replacement dock, but the decking had not been installed. Work to complete the replacement of the dock was halted due to the pendency of the litigation challenging the structures. The proposed dock is less than 500 square feet. It is proposed for non-commercial, recreational activities. It is the sole dock proposed on the Property. The proposed dock will not impede the flow of water or create a navigational hazard. Boat Ramp Since the issuance of the 2008 approval, the boat ramp site was graded and stabilized in limerock material. The concrete ramp was not completed due to the pendency of the litigation challenging the structures. However, Applicants propose to pave the ramp with concrete. Based on Mr. Clark’s observations during his site visits, the boat ramp is landward of the mean high waterline depicted on the survey. The preponderance of the evidence demonstrates that the proposed boat ramp will provide access to the Channel, which provides a minimum navigational access of two feet below mean low water to the ramp. Applicants have agreed to install depth indicators at the ramp to identify the controlling depths of the navigational access. The work on the ramp involves no seagrass beds or coral communities. The ramp as proposed will require no more than 100 cubic yards of dredging. The total width of the ramp is to be 20 feet and the ramp surface will be no wider than 12 feet. Beach Area The area between the SW Jetty and the Mid-bulkhead is an accreted beach-type area that has been confined and protected by the Mid-bulkhead and the SW Jetty. The shoreline landward of the mean high water line, from the dry beach and to the upland, is somewhat steeper than adjacent unprotected shorelines, which is indicative of the grooming of the upper beach sediment and the stability of the shoreline between the Mid-bulkhead and the SW Jetty. As a result of the Hurricane Wilma storm surge, a substantial amount of sediment was swept across the Property and into the Atlantic waters. The beach area was inundated with sand and sediment from the overwash, which appears to have moved the shoreline well waterward of its previous position. Along the northern side of the SW Jetty, a substantial channelized gully was created. The configuration of the shoreline post-Wilma suggests that efforts were made by the then-owner of the Property to fill in the gully on the northern side of the SW Jetty, and to groom and restore the shoreline by redistributing sand and sediment on the Property. It is typical, and allowable under DEP emergency final orders, for affected property owners to redistribute overwashed deposits and place them back within the beach system. In that regard, the DEP encourages the redistribution of clean beach sand back onto the beach. The then-owners of the Property were not alone in taking steps to address the effects of Hurricane Wilma on their adjacent shorelines. The photographic evidence demonstrates that Petitioners engaged in similar restorative activities, which included bringing in material purchased from a contractor to fill in a gully created on their property by the overwash. Observation of representative soil samples from the beach area demonstrate that the soils are consistent with those in the upper beach areas found throughout the area. The only areas of inconsistent soils were found in the interior of the rock structure of the Mid-bulkhead, which contained a four to six-inch layer of soil with a different consistency and darker brown color, and small area of similar soil directly adjacent thereto and well above the mean high water line. The greater weight of the competent, substantial, and credible evidence demonstrates that there was no substantial amount of “fill” from off-site placed on or adjacent to the beach area. Rather, the nature, appearance, and composition of the soils suggests that the temporary increase in the size of the beach area after Hurricane Wilma was the result of grooming and redistribution of sand and sediment pushed onto the Property and into the nearshore waters by the Hurricane Wilma storm surge. In the years since Hurricane Wilma, the influence of normal tidal and weather-driven events has returned the beach area between the mid-bulkhead and the SW jetty to roughly the configuration that existed prior to the passage of Wilma, though it remains somewhat waterward of its pre-Wilma location.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law set forth herein it is RECOMMENDED that the Department of Environmental Protection enter a final order approving the February 20, 2013, proposed Permit, as conditioned by Applicants’ December 12, 2013, Proposed Changes to the Pending Agency Action. DONE AND ENTERED this 25th day of July, 2014, in Tallahassee, Leon County, Florida. S E. GARY EARLY Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 25th day of July, 2014.
Findings Of Fact On or about July 9, 1987 an application for conditional use approval to allow off-premises sale of beer and wine (2APS) was filed on behalf of Petitioner for property located at 2030 Gulf to Bay Boulevard in Clearwater, Florida. The property is zoned general commercial (CG). A public hearing before the Planning and Zoning Board was held on August 4, 1987. At that hearing, the Petitioner's representative was not allowed to give rebuttal testimony, although the Board's by-laws do allow the applicant to rebut testimony in opposition to the application, and rebuttal is, in fact, usually allowed. The Petitioner's representative did not specifically request an opportunity to rebut the opponent's testimony, but assumed he would be given an opportunity to speak before the Board voted. The Planning and Zoning Board voted 3-2 to deny conditional use approval for this application. A timely appeal was taken by Petitioner on August 18, 1987. With this application, Petitioner seeks approval to sell beer and wine at a 7-11 convenience store. By subsequent application and approval of the Planning and Zoning Board on September 1, 1987 Petitioner has been granted a conditional use for 1APS, package sale of beer only. However, this 1APS application and approval is not at issue in this case. The parties stipulated that the property in question is within five hundred feet of a church and several residences.
Findings Of Fact The Parties. The Petitioner, Clifford O. Hunter, is the owner of real property located at Dekle Beach, Taylor County, Florida. Mr. Hunter's property is located at lot 53, Front Street, Dekle Beach, within section 22, township 7 south, range 7 east, Taylor County. Respondent, the Florida Department of Environmental Protection (hereinafter referred to as the "Department"), is an agency of the State of Florida with responsibility for, among other things, dredge and fill permits involving Florida waters. Mr. Hunter lived in a home on his Dekle Beach property until a storm in March of 1993 destroyed the home. Mr. Hunter's Application for Permit. On or about June 2, 1993, Mr. Hunter applied for a wetland resource permit to rebuild his home, construct a bulkhead and fill 1750 square feet of salt marsh. The permit was designated No. 62-232123-2 by the Department. Mr. Hunter also sought approval for the construction of a dock. The dock, however, is exempt from the permitting requirements of Rule 17- 312.050(1)(d), Florida Administrative Code. On July 21, 1993, the Department issued a Notice of Permit Denial. The Notice of Permit Denial was received by Mr. Hunter. On August 13, 1993, Mr. Hunter filed a Request for Formal Administrative Hearing with the Department contesting the denial of his permit application. The Department's Jurisdiction Over the Proposed Project. The proposed project involves dredging and filling in the waters of the State of Florida. A wetland resource permit is, therefore, required. Wetland jurisdiction of the State of Florida extends to the eastern edge of an existing concrete slab on Mr. Hunter's property from a canal adjacent to Mr. Hunter's northern boundary. The canal connects with the waters of the Gulf of Mexico. The Gulf of Mexico surrounding Dekle Beach, except for an area extending 500 feet outward from the town limits of Dekle Beach, is within the Big Bend Seagrasses Aquatic Preserve. The preserve is an Outstanding Florida Water (hereinafter referred to as an "OFW"). The evidence presented by the Department to support findings of fact 9, 10 and 11 was uncontroverted by Mr. Hunter. Impact on Water Quality Standards. The weight of the evidence failed to prove that the Mr. Hunter has provided reasonable assurances that the proposed project will not lower the existing ambient water quality of waters of the State of Florida. The evidence presented by the Department concerning adverse impacts of the proposed project on water quality standards was uncontroverted by Mr. Hunter. Approval of Mr. Hunter's proposed project would allow the placing of fill in an intertidal area and the elimination of the portion of the intertidal area filled. Intertidal areas help maintain water quality by acting as a filter for water bodies. Mr. Hunter has obtained a variance from the Department of Health and Rehabilitative Services which will allow him to place a septic tank on his property if the permit is granted. The septic tank will leach pollutants. Those pollutants will include nutrients, viruses and bacteria. Because the soil around the septic tank is very saturated, filtering of the pollutants will be low. Pollutants will, therefore, leach into the waters of the State of Florida and adversely impact water quality standards of the canal adjacent to Mr. Hunter's property. Under such circumstances, Mr. Hunter has failed to demonstrate that the project will not lower existing ambient water quality of waters of the State of Florida. Public Interest Test. Mr. Hunter failed to present evidence to support a conclusion that the proposed project will not be adverse to the public interest. Rather, the unrebutted evidence presented by the Department supports a finding that Mr. Hunter's proposed project will not be in the public interest, especially when the cumulative impacts of the proposed project, discussed, infra, are considered. Possible adverse impacts to the public interest include the following: The septic tank which Mr. Hunter will place in the 1750 square feet of filled area will allow fecal coliform, viruses and pathogens to leach into the waters of the canal adjacent to Mr. Hunter's property. Anyone who enters the canal could be infected from bacteria and viruses leaching from the septic tank. The conservation of fish and wildlife would also be adversely affected by the adverse impact on water quality and by the elimination of intertidal area. Recreational value of the canal would be reduced because of the adverse impact on water quality. The proposed project is for a permanent structure. Cumulative Impact. There are a number of applications for permits similar to the application filed by Mr. Hunter which have been filed by property owners of Dekle Beach whose homes were also destroyed by the March 1993 storm. If Mr. Hunter's permit application is granted, the Department will have to also grant most, if not all, of the other similar permit applications. Approximately 20 to 30 other applications involve similar requests which will allow the placement of fill and the installation of septic tanks. The resulting fill and use of septic tanks will have a significant cumulative adverse impact on the waters of the State of Florida. The cumulative impact from leaching effluent from the septic tanks on the waters of the State could be substantial. In addition to the impact on the canal adjacent to Mr. Hunter's property, there will a cumulative negative impact on the ambient water quality of approximately 20 septic tanks on the canals and on the OFW. Errors in the Department's Notice of Permit Denial. The Notice of Permit Denial issued by the Department contained the following errors: An incorrect description of Mr. Hunter's lot number and section number; An incorrect statement that the amount of Mr. Hunter's proposed fill would eliminate 3,200 square feet of marsh; An incorrect statement that Mr. Hunter proposed to fill his lot for a distance of 64 feet waterward. The errors contained in the Notice of Permit Denial did not form any basis for the Department's denial of Mr. Hunter's application. The errors were typographical/word-processing errors. Several notices were being prepared at the same time as the Notice of Permit Denial pertaining to Mr. Hunter. The incorrect information contained in Mr. Hunter's Notice of Permit Denial was information which applied to the other notices. Other than the errors set out in finding of fact 23, the Notice of Permit Denial was accurate. Among other things, it was properly addressed to Mr. Hunter, it contained the project number assigned by the Department to Mr. Hunter's proposed project and it accurately reflected the Department's decision to deny Mr. Hunter's permit application. Mr. Hunter responded to the Notice of Permit Denial by requesting a formal administrative hearing to contest the Department's denial of his application. On December 20, 1993, Mr. Hunter received a letter from the Department which corrected the errors contained in the Notice of Permit Denial. The corrections were also contained in a Notice of Correction filed in this case by the Department on December 20, 1993. The Notice of Permit Denial was received by Mr. Hunter within 90 days after his application was filed. The corrections to the Notice of Permit Denial was received by Mr. Hunter more than 90 days after his application was filed.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Environmental Protection enter a Final Order dismissing the petition in this case and denying the issuance of permit number 62-232123-2 to Clifford O. Hunter. DONE AND ENTERED this 26th day of April, 1994, in Tallahassee, Florida. LARRY J. SARTIN 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 26th day of April, 1994. APPENDIX The parties have submitted proposed findings of fact. It has been noted below which proposed findings of fact have been generally accepted and the paragraph number(s) in the Recommended Order where they have been accepted, if any. Those proposed findings of fact which have been rejected and the reason for their rejection have also been noted. Mr. Hunter's Proposed Findings of Fact Accepted in 1 and 3. Accepted in 2. Accepted in 4. Although Ernest Frey, Director of District Management, Northeast District Office of the Department, did ask Mr. Hunter whether he wanted to sell his property to the State, the evidence failed to prove why Mr. Frey asked this question, that Mr. Frey asked the question in his official capacity with the Department, or that Mr. Frey made the inquiry at the direction or on behalf of the Department or the State. More importantly, the evidence failed to prove that the Department denied the permit sought by Mr. Hunter because of any interest the State may have in purchasing Mr. Hunter's property. See 4. 6-8 No relevant. Not supported by the weight of the evidence. Accepted in 6, 23, 28 and 30. Not a proposed finding of fact. See 8. The "aerial photo, Petitioner's exhibit 6, does not show "No vegetation behind the slab, nearly to the Mean High Water Line . . . ." Respondent's exhibit 3 does, however, show vegetation as testified to by Department witnesses. 13-14 Not supported by the weight of the evidence. Not a proposed finding of fact. Generally correct. Mr. Hunter was not properly put on notice of "alternatives" by the Notice of Permit Denial, as corrected, issued by the Department. Summation: Mr. Hunter's Summation was considered argument and was considered in this case. The Department's Proposed Findings of Fact Accepted in 1 and 3. Accepted in 2. Accepted in 1 and 4-5. Accepted 6-7. Accepted in 8. 6-9 Hereby accepted. Accepted in 12. Accepted in 13. Accepted in 14. Accepted in 15. Accepted in 19. Accepted in 20. Accepted in 15. 17-18 Accepted in 15 and hereby accepted. Accepted in 15 and 20-21. Accepted in 10. Accepted in 22. Hereby accepted. Accepted in 22. Accepted in 12. Accepted in 15-16. Accepted in 17 and 21. 27-28 Accepted in 17. Accepted in 18. Accepted in 13. Accepted in 16. 32-33 The Notice of Permit Denial, as corrected, did not put Mr. Hunter on notice that the alternatives raised by the Department at the final hearing would be an issue in this case. Those alternatives should not, therefore, form any basis for the Department's final decision. Accepted in 24-25. Accepted in 23. Accepted in 25. Accepted in 24 and hereby accepted. Accepted in 26. COPIES FURNISHED: Clifford O. Hunter 1410 Ruby Street Live Oak, Florida 32060 Beth Gammie Assistant General Counsel Department of Environmental Protection Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-9730 Virginia B. Wetherell, Secretary Department of Environmental Protection Twin Towers Office Building 2600 Blair Stone Road Tallahassee, FL 32399-2400 Kenneth Plante, Esquire General Counsel Department of Environmental Protection Twin Towers Office Building 2600 Blair Stone Road Tallahassee, FL 32399-2400
The Issue The issue in this appeal is whether the decision of the City of Clearwater Development Code Adjustment Board denying Petitioner's application for variances for certain signage on his property is supported by the evidence in the record, or whether it departs from the essential requirements of law. See Section 137.014(f)(3), City of Clearwater Land Development Code.
Findings Of Fact Petitioner is the owner of certain property located at 1923-1943 U.S. Highway 19 North, Clearwater, Florida (Section 05-29-16, M&B 23.05). This property is zoned CC (Commercial Center), and is the site of a strip shopping mall. On or about March 23, 1989, Petitioner applied for three variances for the subject property, as follows: 243 square feet to permit a total of 411 square feet of property identification signage; 13.5 feet in height to permit a 33.5 foot high pole sign; permission for a roof mounted sign. The Development Code Adjustment Board denied Petitioner's application for variances on April 13, 1989, and Petitioner timely filed this appeal of the Board's decision. Under the provisions of the City of Clearwater Land Development Code applicable to the Petitioner's property, only 168 square feet of property identification signage and pole signs not to exceed 20 feet in height would be allowed without a variance, and roof signs of any kind are prohibited unless a variance has been granted. Several months prior to Petitioner's filing for these variances, a roof sign was erected on the building located on the subject property. This roof sign consists of individual letters spelling "Harbor Square", which is the name of this shopping mall. The letters are from 3 feet, to 4 feet 9 inches in height, and span a distance of 34 feet 9 inches in width. The roof sign replaced a property identification sign at the right of way which previously carried the name of the shopping center, but the space on the pole sign previously used to identify the mall was not eliminated. That space is now used to identify a uniform business in the mall. Petitioner is seeking these after the fact variances to authorize the roof sign which has already been erected, and to approve the height of an existing pole sign. An enforcement action initiated by the City is pending this variance determination. Tenants in the Harbor Square mall testified that the change in signage has made the mall more visible and accessible, and several of their customers have commented that their businesses are now easier to find. The tenants feel that this change in signage will benefit their businesses financially. The Development Code Adjustment Board has previously granted variances from the signage limitations imposed by the Code, but the evidence produced at hearing indicates that none of these variances were granted after the fact. The two variances which were approved for roof signs were based upon a finding of conditions unique to the property which created a hardship for the applicant. In both instances, the Board found that the applicant had not created his own hardship, but that it arose from the size or positioning of the property involved in each application. In this case, nothing unique about the property can be found. The applicant has caused his own problems by allowing a sign to be erected without first obtaining a permit or variance. The Petitioner urges that it was the responsibility of his sign contractor to obtain all necessary permits or variances, and that the contractor did not inform him that a variance was necessary before he erected the sign. However, neither the sign contractor nor the Petitioner himself was present to testify, and therefore, there can be no finding with regard to his credibility, or with regard to whatever arrangement he had with the contractor. In any event, as the property owner seeking a variance, Petitioner has failed to establish any basis for a finding of a hardship or circumstance unique to his property, other than the fact that he allowed this sign to be erected without obtaining the necessary approvals from the City.
Findings Of Fact Petitioner is the state land planning agency charged with the responsibility to administer the provisions of Chapter 380, Florida Statutes, and the regulations promulgated thereunder. Petitioner has the authority to appeal to the Florida Land and Water Adjudicatory Commission any development order issued in an area of critical state concern. Monroe County is a political subdivision of the State of Florida, and is responsible for issuing development orders for development in unincorporated Monroe County. Monroe County issued the development order that is the subject of this appeal. Respondents, David and Florence Clark, are the owners of real property known as Lot 90, Holly Lane, Section F, Sugarloaf Shores, Florida (Lot 90). Sugarloaf Shores is a legally platted subdivision. The Clarks were, at the time of the formal hearing, constructing a single family dwelling on that property. The building permit for the construction of the dwelling is not at issue in this proceeding. Most of Monroe County, including the subject property, is within the Florida Keys Area of Critical State Concern as designated under Sections 380.05 and 380.0552, Florida Statutes. There is an extensive man-made canal system throughout Sugarloaf Shores subdivision that is several miles in length, is between six and ten feet in depth, and is approximately sixty feet in width. The subject permit is for construction where Lot 90 fronts this canal system and involves construction beyond the mean high water mark onto submerged lands. On January 17, 1992, Monroe County issued the subject building permit, Permit Number 9210003952, to David and Florence Clark as owners and Edward Warren Werling as contractor. The subject permit authorizes the construction of a vertical bulkhead designed to limit erosion together with a docking facility with davits and access to the canal system. Most of the neighboring lots in the vicinity of the project have vertical bulkheads with docking facilities. The bulkhead is desirable to prevent erosion of the canal bank at Lot 90 and pollution of the canal waters. The requested development would give the Clarks safe access to the canal and provide private boating facilities. Pursuant to the provisions of Sections 380.05 and 380.0552, Florida Statutes, Monroe County has adopted a comprehensive plan which complies with the Principles of Guiding Development found at Section 380.0552(7), Florida Statutes. Section 380.0552(7), requires Monroe County's land development regulations to comply with certain Principles For Guiding Development, including the following: (b) To protect shoreline and marine resources, including mangroves, coral reef formations, seagrass beds, wetlands, fish and wildlife and their habitat. * * * (e) To limit the adverse impacts of development on the quality of water throughout the Florida Keys. ... Monroe County's comprehensive plan, which has been approved by the Petitioner and by the Administration Commission, is implemented through its adopted land development regulations, codified in Chapter 9.5, Monroe County Code. Section 9.5-345(m)(2), Monroe County Code, provides as follows: (2) All structures on any submerged lands and mangroves shall be designed, located and constructed such that: * * * No structure shall be located on submerged land which is vegetated with sea grasses except as is necessary to reach waters at least four (4) feet below mean low level for docking facilities; No docking facility shall be developed at any site unless a minimum channel of twenty (20) feet in width where a mean low water depth of at least minus four (4) feet exists; Section 9.5-4(W-1), Monroe County Code, provides as follows: (W-1) "Water at least four (4) feet below mean sea level at mean low tide" means locations that will not have a significant adverse impact on off- shore resources of particular importance. For the purposes of this definition, "off-shore resources of particular importance" shall mean hard coral bottoms, habitat of state or federal threatened and endangered species, shallow water areas with natural marine communities with depths at mean low tide of less than four (4) feet, and all designated aquatic preserves under Florida Statutes section 258.39 et seq. Section 2.104, Nearshore Waters, Monroe County Comprehensive Plan, Volume II, Future Land Use Element, provides, in pertinent part, as follows: The Florida Keys are dependent on nearshore water quality for their environmental and economic integrity. The heart of the Florida Keys economy, the means by which Monroe County exists as a civil and social institution, is based on its unique oceanic character. If nearshore water quality is not maintained, then quality of life and the economy of Monroe County will be directly and immediately impacted. OBJECTIVES 1. To protect, maintain and, where appropriate, to improve the quality of nearshore waters in Monroe County. * * * POLICIES 1. To prohibit land use that directly or indirectly degrade nearshore water quality. * * * To prohibit the development of water dependent facilities, including marinas, at locations that would involve significant degradation of the biological character of submerged lands. To limit the location of water-dependent facilities at locations that will not have a significant adverse impact on off-shore resources of particular importance. For the purposes of this policy, off-shore resources of particular importance shall mean hard coral bottoms, habitat of state or federal threatened and endangered species, shallow water areas with natural marine communities with depths at mean low tide of less than four (4) feet, and all designated aquatic preserves under Florida Statutes section 258.39 et seq. Benthic communities exist in Sugarloaf Sound, such as rock-hard bottom, sea grasses, algae, and hard coral. Turtles, manatees, sharks, stingrays, eagle rays, snapper, pink shrimp, mullet, and other marine animals populate the Sound. Sea grass beds play an important role in water quality maintenance in the Keys through filtration, nutrient uptake, stabilization of the bottom, and as a habitat for commercially important species. The canal system for Sugarloaf Shores subdivision does not have access to deep water without crossing shallow sea grass beds with depths of less than four feet at mean low water. The operation of motor driven boats may result in damage to sea grass beds and shallow water marine communities through prop dredging. Although there is evidence of prop dredging in parts of Sugarloaf Sound in these shallow areas, it was not shown that the damage was done by boats traveling from the Sugarloaf Shores canal system and deep water. Whether a boat that may be docked at some future time if the permit is granted will cause damage to some portion of Sugarloaf Sound is speculation. Since 1986, Monroe County has adopted an interpretation of Section 9.5-345(m)(2), Monroe County Code, and of Section 2.104, Nearshore Waters, Monroe County Comprehensive Plan, Volume II, Future Land Use Element, that would permit the construction of the subject project. That interpretation permits the development of marginal seawalls, vertical bulkheads and docks in subdivisions that were under development in 1986 if there is at least four feet of water at the terminal point of the dock at mean low tide. The dock that is the subject of this proceeding would, if permitted, terminate in water of at least six feet in depth at mean low tide. Monroe County's interpretation of the so-called "four foot rule" is that the rule was intended to restrict the development of boating access facilities in new, undeveloped subdivisions and to regulate proposed expansion of existing marinas and the development of new marinas. Monroe County's interpretation of its rules is that a vertical bulkhead and dock built on an individual family home-site, where a dwelling was already built or under construction, would have minimal effect on the nearshore water environment of critical state concern. Monroe County considers the subject application by the Clarks to meet all of its permitting criteria. The subject project has received an exemption from permitting from the Florida Department of Environmental Regulation and from the Florida Department of Natural Resources. The Army Corps of Engineers has agreed to issue a permit for the project with no special conditions. There is no definition of "docking facility" contained within the Monroe County Land Development Regulations or the Monroe County Comprehensive Plan. It was not established that a bulkhead is a docking facility or that the construction of a bulkhead on Lot 90 should be prohibited under any of the theories advanced by Petitioner. Respondents presented evidence that several similar projects were permitted at approximately the same time as the Clarks's permit without Petitioner filing an appeal. This evidence was insufficient to establish that Petitioner should be estopped to appeal the subject permit, that Petitioner engaged in selective enforcement of its regulatory power, or that Petitioner otherwise brought the subject appeal for an inappropriate purpose.
Conclusions The Division of Administrative Hearings has jurisdiction over this matter. Section 120.57(1), Florida Statutes. The subject appeal was timely taken by Petitioner pursuant to Section 380.07(2), Florida Statutes, from a development order of Monroe County granting the Clark's request for a building permit to construct a vertical bulkhead and dock on their residential lot on Sugarloaf Shores subdivision. Pursuant to the provisions of Section 120.57(1), Florida Statutes, the propriety of Monroe County's action was reviewed de novo. Transgulf Pipeline Co. v. Board of County Commissioners of Gadsden County, 438 So.2d 876 (Fla. 1st DCA 1983). The ultimate burden of persuasion rested on the Clarks to establish their entitlement to the permit authorizing their proposed development. Young v. Department of Community Affairs, 567 So.2d 2 (Fla. 1st DCA 1990), and Florida Department of Transportation v. J.W.C. Co., Inc., 396 So.2d 778 (Fla. 1st DCA 1981). Dispositive of whether the subject construction is consistent with the Monroe County land development regulations is the interpretation to be accorded Section 9.5-345(m)(2), Monroe County Code. Generally, an administrative construction of a statute by an agency responsible for its administration is entitled to great deference and should not be overturned unless clearly erroneous. Department of Environmental Regulation v. Goldring, 477 So.2d 532 (Fla. 1985); All Seasons Resorts, Inc. v. Division of Land Sales, Condominiums, and Mobile Homes, 455 So.2d 544 (Fla. 1st DCA 1984); and Sans Souci v. Division of Land Sales and Condominiums, 421 So.2d 623 (Fla. 1st DCA 1982). The same deference has been accorded to rules which have been in effect over an extended period and to the meaning assigned to them by officials charged with their administration. Pan American World Airways, Inc. v. Florida Public Service Commission, 427 So.2d 716 (Fla. 1983), and State Department of Commerce, Division of Labor v. Matthews Corp., 358 So.2d 256 (Fla. 1st DCA 1978). Moreover, the agency's interpretation does not have to be the only one or the most desirable one; it is enough if it is permissible. Pan American World Airways, Inc. v. Florida Public Service Commission, supra, and Florida Power Corp. v. Department of Environmental Regulation, 431 So.2d 684 (Fla. 1st DCA 1983). Here, no less deference should be accorded Monroe County's interpretation of its land development regulations where, as here, such interpretation is reasonable, evidences due consideration for private rights of ownership, and is not contrary to its comprehensive plan. See e.g. Thomson v. Village of Tequesta Board of Adjustment, 546 So.2d 457 (Fla. 4th DCA 1989). It is concluded that Monroe County's interpretation of Section 9.5- 345(m)(2), Monroe County Code, is a permissible interpretation and that the subject development is consistent with the Monroe County comprehensive plan and land development regulations. The Clarks have satisfied their burden of proof by demonstrating that the proposed construction is consistent with the Monroe County comprehensive plan and land development regulations and that they are entitled to the subject permit.
Recommendation Based on the foregoing findings of fact and conclusions of law, it is recommended that the Florida Land and Water Adjudicatory Commission enter a final order affirming Monroe County's decision to issue building permit number 9210003952, and dismissing the appeal filed by the Department of Community Affairs. DONE AND ORDERED this 30th day of December, 1992, in Tallahassee, Leon County, Florida. CLAUDE B. ARRINGTON 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 30th day of December, 1992.
Findings Of Fact Petitioner, Frenchy's Rockaway Grill, Inc., is the owner and operator of a restaurant and alcoholic beverage establishment located at 7 Rockaway Street, Clearwater, Florida. Petitioner purchased the property in 1991. Michael Preston is president of Petitioner. Petitioner's establishment is immediately adjacent to the Gulf of Mexico and Clearwater beach on the west, to the north is a public parking lot, to the east is a motel, and to the south is the Clearwater Beach Hotel, which is owned and operated by Hunter Hotel Co., as indicated above. On the beach side of Petitioner's establishment there is an existing 972 sq. ft. wooden deck. The existing deck was initially constructed on or about 1987 by prior owners without receiving appropriate variance approvals. Subsequent alterations to the deck occurred between 1987 and 1991, also without appropriate variance approvals. In 1991 Charles and Ypapanti Alexiou/Anthony Alexiou, former owners of the subject property, filed an application for variance approval with the Board seeking three variances relating to the construction of the deck at the 7 Rockaway establishment. Specifically, the variances sought were: "1) 55.5 ft. to permit deck seaward of the coastal construction control line; 2) 15 ft. to permit a deck zero feet from a street right-of-way; and, 3) seven parking spaces to permit a 1,338 sq. ft. deck at 7 Rockaway Street, Miller's Replat, Lot 2 & vacated beach Drive on W and Lot 3, zoned CR 28 (resort commercial) & OS/R (open space recreation)." At public meeting on August 8, 1991, the application was considered by the Board. At that time Mr. Cline, as counsel for Hunter appeared in opposition to the application stating that approval of the variance requests would adversely impact the Clearwater Beach Hotel, that the request was for economic gain, that any hardship was self-imposed, and that development and traffic in the area was already heavy. The Board, however, granted the variance requests as to variances number 1 and number 2., and as to the third request, the Board denied the proposed 1,338 sq. ft. deck, but approved a variance of five parking spaces to permit the existing deck of 972 sq. ft. On or about July 13, 1993, a variance application was filed with the Board by Howard G. and Jean B. Hamilton and Palm Pavilion of Clearwater, Inc., seeking approval of four variances required for an 800 sq. ft. expansion of an existing deck at a restaurant at 10 Bay Esplanade, Clearwater Beach, Florida. The Palm Pavilion applicants were also represented by Mr. Cline. Like Petitioner's establishment, Palm Pavilion is a beachfront restaurant, which is located directly across the public parking lot to the north of Petitioner's establishment. Unlike Petitioner's establishment, Palm Pavilion is bordered by parking to the south and the east, and is not immediately adjacent to other buildings. On August 26, 1993, the Board granted the Palm Pavilion variance application for expansion of an existing beachfront deck with certain conditions. On October 6, 1994, Petitioner submitted its application to the Board requesting five variances required for a 650 sq. ft. expansion of the existing wooden deck at 7 Rockaway Street. Specifically, the variances sought were: 1) 13.22 ft. to permit a lot depth of 86.78 ft. where 100 ft. is required; 2) 8.2 ft. to permit it a rear setback of 6.8 ft. where 15 ft. is required; 3) 14 percent to permit 11 percent of open space where 25 percent is required; 4) three parking spaces to permit zero parking spaces where three additional are required; and, 5) 52.14 ft. to permit a structure seaward of the coastal construction control line. The subject property at 7 Rockaway Street is properly zoned CR-28 (resort commercial). Any scrivener's error indicating that the property is zoned OSC (open space recreation) has been corrected. Petitioner's restaurant, Frenchy's Rockaway Grill, is a popular beachside establishment. It is one of very few freestanding restaurants fronting the Gulf of Mexico on Clearwater Beach. Some patrons particularly enjoy dining on the open air deck adjacent to the beach. During peak hours, there is often over an hour's waiting time for tables on the deck. Petitioner is currently unable to accommodate the demand for seating on the beachside deck. Petitioner would sustain an economic benefit if more patrons could be accommodated on an expanded deck. Because of the size constraints of the lot and the establishment's location directly on the beach, development and improvement of the facility is highly restricted. The back of some residential rooms of the Clearwater Beach Hotel are immediately adjacent to the south of Petitioner's establishment. There are small bathroom windows from these residential rooms that face Petitioner's establishment. Petitioner's proposed expansion of the open air deck would place the proposed deck in very close proximity to the back of these residential hotel rooms. The City's staff reviewed the Petitioner's application and recommended approval with the following conditions: 1) the applicant shall obtain the requisite occupational license within 12 months; 2) the applicant shall obtain the necessary building permit within 6 months; 3) there shall be no outdoor entertainment and no outdoor speakers; 4) the applicant shall obtain the requisite alcoholic beverage separation distance variance from the City Commission. Petitioner agreed to the conditions recommended by staff. The recommendations of staff are not binding on the Board. In addition to the application for the five variances filed with the Board, Petitioner also filed a conditional use request with the Planning and Zoning Board. The conditional use request was approved on September 13, 1994, and imposed certain other conditions including the construction of a six foot wall on the south side of the proposed deck to buffer the adjoining hotel. Petitioner agreed to the conditions imposed by the Planning and Zoning Board.
The Issue The issue in this case is whether a development order (Resolution No. 233- 1991) issued by Monroe County on June 26, 1991, to Key Largo Associates, Ltd., is inconsistent with Chapter 380, Florida Statutes, the Monroe County Comprehensive Plan and Land Use Regulations, and/or whether it violates a Joint Stipulation of Settlement previously executed by the Department of Community Affairs ("DCA"), Monroe County (the "County"), and Key Largo Associates, Ltd.'s predecessor in title.
Findings Of Fact Based upon the evidence adduced at the hearing and the entire record in this proceeding, the following findings of fact are made: DCA is the State Land Planning Agency charged with the responsibility to administer the provisions of Chapter 380, Florida Statutes, and the regulations promulgated thereunder. Monroe County is a political subdivision of the State of Florida and is responsible for issuing development orders for development in unincorporated Monroe County. The County issued the Development Order which is the subject of this proceeding. Most of Monroe County, including the subject property, is within the Florida Keys Area of Critical Concern as designated in Sections 380.05 and 380.0552, Florida Statutes. Development orders issued by a local government agency for an area of critical state concern are subject to review by DCA pursuant to Section 380.07, Florida Statutes. On April 8, 1985, DCA, Monroe County, and I. D. Properties, the previous owner of the subject property, executed a Joint Stipulation of Settlement regarding DCA's challenge to a prior development order for the subject property. That Joint Stipulation of Settlement required the preservation of certain tropical hammock on the site including Paradise Tree hammock. After executing the Joint Stipulation of Settlement, I. D. Properties quitclaimed its interest in the site to Key Largo Associates, Ltd. Key Largo Associates, Ltd. proceeded to seek approval from Monroe County to develop the property inconsistent with the terms of the Joint Stipulation of Settlement. Those efforts resulted in the Development Order which is the subject of this case. The County Commission issued the Development Order granting a major conditional use permit for the Project to Key Largo Associates, Ltd., after being ordered to do so by the Circuit Court for Monroe County. The Development Order purports to authorize the complete elimination of existing tropical hammock on the site including the Paradise Tree hammock. The Development Order is inconsistent with the Monroe County Comprehensive Plan and the Land Development Regulations adopted thereunder. In addition, the Development Order is contrary to the terms of the Joint Stipulation of Settlement.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Florida Land and Water Adjudicatory Commission enter a final order which sustains the appeal filed by the Department of Community Affairs and which rescinds the issuance of Monroe County Resolution No. 233- 1991. DONE AND ENTERED in Tallahassee, Leon County, Florida, this 18th day of August 1993. J. STEPHEN MENTON 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 18th day of August, 1993. COPIES FURNISHED: Terrell K. Arline Assistant General Counsel Department of Community Affairs 2740 Centerview Drive Tallahassee, Florida 32399-2100 Betty J. Steffens, Esquire McFarlain, Wiley, Cassedy & Jones Post Office Box 2174 Tallahassee, Florida 32316-2174 Blackwater Associates Partnership 7225 S.W. 108th Terrace Miami, Florida 33156 Ray Parker Parker Real Estate 2028 North Dixie Highway Fort Lauderdale, Florida 33305 Linda Loomis Shelley, Secretary Department of Community Affairs 2740 Centerview Drive Tallahassee, Florida 32399-2100 G. Steven Pfeiffer General Counsel Department of Community Affairs 2740 Centerview Drive Tallahassee, Florida 32399-2100 David K. Coburn, Secretary FLWAC Exec. Office of the Governor 311 Carlton Bldg. Tallahassee, Florida 32301
The Issue The issue in this case is whether a proposed activity by Cayo Costa Island Partnership is exempt from permitting.
Findings Of Fact Cayo Costa Island is a bridgeless barrier island situated between Gasparilla Island to the north and Captiva Island to the south. East of Cayo Costa Island is Pine Island, and east of Pine Island is Cape Coral. In the 1960s, Travis Gresham subdivided and commenced development of a portion of Cayo Costa Island. Development included the dredging of canals. Eventually, one or more plat maps were recorded in the public records of Lee County, so that warranty deeds for residential lots referred to such recorded plat maps. There is also a subdivision sales plat map, which may not have been recorded. Not all of the land was subdivided into lots. The sales plat map reserves a considerable amount of land and canals for future development. One of the reserved areas is to the east of the subdivided lots. The location of the proposed dock is in the extreme southwest corner of this unplatted area. The dock would be located at the western end of a relatively wide manmade canal, which measures 2000 feet long and 105 feet wide. The east end of the canal terminates in Pine Island Sound. Petitioner and her late husband purchased from Mr. Gresham lot 16 in block 1 over 30 years ago, and they moved onto the island almost 20 years ago. The lot does not abut the canal, nor the upland adjacent to the subject dock. She has permanently resided on the island continuously since 1976. In 1984, she and her husband conveyed their property by warranty deed to the State of Florida, reserving a life estate. Petitioner's husband and some friends constructed the subject dock at the end of the canal in September 1978. A couple of years later, another nearby resident named Carl Noah substantially enlarged the dock. On March 16, 1993, Mr. Noah conveyed by warranty deed his real property to Paul Faust. At the same time, Mr. Noah gave Mr. Faust a quitclaim deed for "boat docks constructed by [Mr. Noah] to be used with the [residential] structure." After purchasing the property from Mr. Noah, Mr. Faust was contacted by Petitioner, who told him that she had previously owned the dock and that Mr. Noah had shared it with her. Mr. Faust agreed to share the dock with her, for as long as he owned it. There are no recorded easements concerning the use of the dock. On the sales plat map, the west end of the canal is clearly separated from the subdivided area by a road, which is named Harbor Drive. However, Harbor Drive was never constructed and there is no physical evidence of the proposed road. Petitioner's late husband and his friends who helped build the dock mistakenly believed that the west end of the canal terminated at Harbor Drive. Undoubtedly, other persons were similarly confused, including the property assessor, who had never assessed the property that separates the west end of the canal from Harbor Drive. However, in May 1993, Noel Andress, one of the partners of Cayo Costa Island Partnership, obtained a warranty deed from Mr. Gresham for a triangular- shaped piece of land running north just to the existing dock from the intersection of Harbor Drive and an actual road known as La Costa Drive. Mr. Andress quitclaimed the triangular-shaped parcel, which is described by metes and bounds, to Cayo Costa Island Partnership on January 13, 1994. After Mr. Andress acquired the triangular-shaped parcel, he directed his attorney to write Petitioner and Mr. Faust and inform them to remove their personal property from the real property that Mr. Andress had recently acquired. Mr. Faust is contesting this matter in court. Unfortunately, the record does not include the application or applications submitted by Cayo Costa Island Partnership. Mr. Andress testified that he submitted an application in February or March of 1993. The proposed dock, which would replace the dock built by Mr. Sellars and Mr. Noah, would serve a single family. The proposed dock would consist of two sections: a 5' by 92' main section and a 6' by 10' walkway to the upland area. Thus, the total area of the dock would be 520 square feet. The application reportedly provides that Cayo Costa Island Partnership would use turbidity barriers during construction. The location of a 92-foot dock running parallel to the end of a 2000- foot long undeveloped canal presents no impediment to navigation. There is no reason to infer an adverse impact to flood control or, as long as turbidity barriers are used, a violation of water quality standards. By letter dated June 15, 1994, the Department of Environmental Protection acknowledged receipt of the application, as well as additional drawings and documents submitted on April 8, 1994. Based on these materials, the letter states that the proposed project "appears to qualify as an activity which is exempt from the need for a Department wetland resource permit under Florida Administrative Code Rule 17-312.050(1)(h)."
Recommendation Based on the foregoing, it is hereby RECOMMENDED that the Department of Environmental Protection enter a final order dismissing the petition of Petitioner. ENTERED on November 22, 1994, in Tallahassee, Florida. ROBERT E. MEALE 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 on November 22, 1994. APPENDIX Rulings on Petitioner's Proposed Findings A-C: rejected as not findings of fact. A1: rejected as not finding of fact and irrelevant, except for last sentence, which is adopted or adopted in substance. A2-end: rejected as irrelevant, recitation of evidence, subordinate, and unsupported by the appropriate weight of the evidence. Rulings on Cayo Costa's Proposed Findings 1-10: adopted or adopted in substance. 11-12: rejected as subordinate. 13-15: adopted or adopted in substance. 16-23: rejected as subordinate, recitation of testimony, and unnecessary. 24-31: adopted or adopted in substance. 32-33: rejected as irrelevant. COPIES FURNISHED: Virginia B. Wetherell, Secretary Department of Environmental Protection Twin Towers Office Building 2600 Blair Stone Road Tallahassee, FL 32399-2400 Kenneth Plante, General Counsel Department of Environmental Protection Twin Towers Office Building 2600 Blair Stone Road Tallahassee, FL 32399-2400 Barbara Mathews Trescott Pepper Law Firm 1505 S.E. 40th St. Cape Coral, FL 33904 Mary F. Smallwood Ruden, Barnett P.O. Box 10888 Tallahassee, FL 32302 John Chaves Department of Environmental Protection Twin Towers Office Building 2600 Blair Stone Road Tallahassee, FL 32399-2400
