Findings Of Fact Upon consideration of the oral and documentary evidence adduced at the hearing, the following relevant facts are found: In April of 1979, H.C. Green and Joe Garrott (hereinafter referred to as "applicants") filed an application with the Department of Environmental Regulation (hereinafter referred to as "DER") for a permit to construct nine stormwater outfall pipes and three culverts and to realign an existing drainage ditch approximately 150 to 200 feet in length. The project site is located immediately east of the Braden River and north of State Road 70 in Manatee County. The site is to be utilized as a travel trailer park, with some 500 trailer spaces to be available. The project for which a permit is sought involves dredging to relocate an existing drainage ditch in order to straighten out the water course and permit continuity. It also involves the filling of the existing ditch and the filling necessary for the three road crossings. The applicants provided DER with "notice of new stormwater discharge" and DER advised the applicants with the proposed discharge system did not require a stormwater license. Upon review of the proposed mainland project, DER gave notice of its intent to issue a permit to construct nine stormwater outfall pipes and three culverts and to realign an existing drainage ditch. The proposed issuance of the permit was conditioned with requirements relating to the grading of the side slopes of the realigned ditch and the sodding, seeding and mulching of all exposed ground immediately after the completion of grading. The petitioner is the owner of approximately 35 acres of land south of State Road 70, which land is utilized as a mobile home park with about forty mobile homes, a fish camp and a boat rental business. As relevant to the permitting process of DER, petitioner's concerns regarding the mainland project center around pollution of the Braden River. His concerns regarding the island project (see paragraph 5 below) are pollution and the elimination of manatee, eagles and alligators. Construction of the stormwater outfall pipes, the culverts and the realignment of the existing ditch will not reduce the quality of the receiving body of water (the Braden River) below the classification designated for it (Class III). The project will not result in a significant impact upon water quality. Oyster beds, nursery grounds, marine soils and marine life will not be destroyed by the project. The project will not result in a harmful obstruction to navigation or increased erosion and shoaling of channels. The mainland portion of the applicant's property is abutted by an island consisting of approximately 10.4 acres. About one-half of the island is vegetated by blackrush or juncus roemerianus. In order to provide the temporary residents of the travel trailer park with access to the island for recreational purposes, the applicants propose to construct approximately 14,000 square feet of wooden walkways, bridges and boat docks. The project calls for the construction of mostly five feet wide walkways along the blackbrush fringes of the island, several wider bridges, two footbridges across small tidal creeks and five or six thirty-feet long and three-feet wide finger piers. The walkways, bridges, and piers are to be supported by pilings six or eight inches in diameter. The construction will range in elevation between eight and fourteen feet above mean sea level. DER issued its notice of intent to issue a permit for the island project with the conditions that turbidity screens be utilized during construction, that mats be used in blackrush and vegetated wetland areas during construction, that destroyed wetland vegetation be replanted, that docks only be used for the tie-up of resident use nonmotorized craft and that the area be posted use of the docking area by nonresidents and motorized craft. The applicants are willing to comply with those conditions and have stipulated that the docks will be used solely for the mooring of canoes, rowboats, paddleboats and similar nonmotorized craft, that the area will be so posted and that boat launching devices will not be available at the site. During the dock construction, the equipment utilized will be placed on mats. This procedure will serve to retain the roots of vegetation which might otherwise be destroyed by the placement of heavy equipment in the construction area. There will be a temporary increase in turbidity during construction, but turbidity screens will confine siltation to the construction area. The effect from construction of the docks, bridges and walkways will be minimal and short- term. The applicants are willing to restore any permanent damage caused by the construction activities. Normal use of canoes, rowboats or paddleboats in the waters surrounding the island would not create turbidity violations. The use of nonmotorized craft will prevent harm to any manatees that may be found in the area. The docks and walkways will cover less than 0.3 acres of blackrush. The only long-term adverse impacts from the proposed project are the elimination of bottom lands where the six to eight inch pilings are located and the possible shading of the juncus grass by the docks which could reduce the reproduction capacity of the juncus. The boardwalks or walkways have been planned in relation to the sun angle to reduce the shading of juncus. The proposed construction of walkways. bridges and finger piers will not have a significant long-term adverse impact upon the waters of the Braden River. Except for the location where the pilings are placed, there will be no long-term damage to benthic organisms. The short-term localized effect from construction will be minimal. The water quality standards for Class III waters will not be violated and there will be no harmful obstruction to or alterations of the natural flow of navigable waters. For purposes of these permit proceedings, the applicants have adduced sufficient evidence in the form of surveys, deeds, aerial photographs, testimony, and an affidavit of ownership to illustrate that they are the record owners of the property for which permits are being sought.
Recommendation Based upon the findings of fact and conclusions of law recited herein, it is RECOMMENDED that: the applicant's application to construct nine stormwater outfall pipes and three culverts and to realign an existing drainage ditch (Case No. 79-2210) be GRANTED; the applicant's applications to construct approximately 14,000 square feet of walkways, bridges and docks (Case No. 80-175) be granted. the conditions listed in the notices of intent to issue the two permits be incorporated in the issued permits; and the petitions filed in Case Nos. 79-2210 and 80-175 be DISMISSED Respectfully submitted and entered this 6th day of October, 1980, in Tallahassee, Florida. DIANE E. TREMOR Hearing Officer Division of Administrative Hearings 101 Collins Building Tallahassee, Florida 32304 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 6th day of October, 1980. COPIES FURNISHED: Ernest S. Marshall 625 9th Street West Bradenton, Florida 33505 David M. Levin and Ray Allen Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32301 W. Whitesell Wood, Whitesell and Karp, P.A. 3100 S. Tamiami Trail Sarasota, Florida 33579 Honorable Jacob Varn Secretary, Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32301
The Issue This is an appeal from a resolution of the Monroe County Planning Commission ("Planning Commission") denying the administrative appeal of the Summerwind Homeowner's Association from the decision to grant a variance to Marc and Robin Osheroff for a dock extension at their property, RE# 0088280. The instant appeal was transferred from the Planning Commission to the Division of Administrative Hearings pursuant to Article XIV, Monroe County Code, the Hearing Officer Appellate Article. The issue presented in this appeal is whether Resolution No. P94-98 of the Planning Commission should be affirmed, reversed, or modified.
The Issue The issues are whether Respondent Thidadeau is entitled to a Noticed General Permit, pursuant to Florida Administrative Code Rule 62-341.427, and a Letter of Consent, pursuant to Florida Administrative Code Rule, to construct a single family dock in the central embayment of the Loxahatchee River in Palm Beach County.
Findings Of Fact By Joint Application for Environmental Resource Permit/Authorization to Use Sovereign Submerged Lands/Federal Dredge and Fill Permit filed August 14, 2002, Respondent Paul Thibadeau (Applicant) requested a Noticed General Permit (NGP) and Letter of Consent for a single-family dock to be constructed at his home located at 129 River Road, Palm Beach, Florida (Application). The dock would extend from the southern shore of the Central Embayment of the Loxahatchee River, which is Class III waterbody that is also an Outstanding Florida Water and Aquatic Preserve. At the time of the filing of the Application, Applicant's contractors and Respondent Department of Environmental Protection tried various alignments to avoid impacts. Petitioner Board of Commissioners of Jupiter Inlet District (District) is an entity created by the Legislature to operate and maintain the Jupiter Inlet and maintain and preserve the Loxahatchee River. The District's jurisdiction covers the Central Embayment and Applicant's property. The District employs an engineer to inspect the Central Embayment for navigational hazards. Intervenors Andrea Cameron and Jeffrey Cameron and Douglas Bogue reside in shoreline property to the west of Applicant's property. The Camerons and Mr. Bogue live on the same cove that the west side of Applicant's property abuts. Mr. Bogue's parcel is the second parcel to the west of Applicant's parcel, and the Camerons' parcel is the third parcel to the west of Applicant's parcel. Intervenors swim, fish, birdwatch, boat, and otherwise use the area in which Applicant would construct the dock and platform. Applicant has owned his property for a little over seven years. Applicant's property consists of nearly 1.5 acres of land that forms a peninsula jutting into the Central Embayment from the southern shoreline near the Alternate A1A bridge, which marks the east end of the Central Embayment. Applicant owns 1000 linear feet of shoreline. The proposed dock and platform would be constructed on the northwest side of Applicant's property. Applicant currently owns a dock, measuring five feet into the water by 67 feet along the shoreline, in the canal on the east side of his property. The water depth at this dock is only four inches at the lowest tides and less than one foot at mean low water. Seagrasses--mostly shoalgrass and threatened Johnson's seagrass--grow in the vicinity of this dock, and it is a reasonable inference, given the nearby seagrass beds, prevailing shallow depths, shading effect of the present dock, and the relocation of prop and boating disturbances, that seagrass would recolonize the area of the existing dock, after it is removed. Applicant has agreed to amend either the NGP or Letter of Consent to condition the approval of the construction and use of the proposed dock upon the removal of the existing dock. The Application describes a dock that is 270 feet long and four feet wide. At the end of the dock is a 160 square-foot terminal platform. The diagram shows the dock running 110 feet due north from an upland point that is ascertainable only approximately by reference to a concrete sidewalk and mangrove fringe depicted on the drawing. The dock then turns to the northwest and runs 160 feet to the terminal platform, which measures 5.3 feet by 30 feet. Boat-lift pilings are waterward of the waterward edge of the platform. The diagram depicts approximations of water levels, at mean tide, along the dock. The shorter run of the dock ends in water two feet deep, at mean tide. The longer run crosses a long sandbar and terminates between the 3.5- and 4-foot contours. A cross-section in the Application shows mean high water at about 1.0 feet (presumably National Geodetic Vertical Datum, or NGVD) and mean low water at about -0.5 feet NGVD. The cross-section reveals that the waterward edge of the terminal platform is at almost -3.33 feet NGVD and the landward edge of the terminal platform is at about -3.2 feet NGVD. This means that, at mean low water, the water level would be a little more than 2.75 feet deep at the waterward edge of the terminal platform and about 2.75 feet deep at the landward edge of the terminal platform. The pilings, which are waterward of the waterward edge of the terminal platform, are at -3.5 feet NGVD. This means that, at mean low water, the water level would be about 3 feet deep at the most waterward pilings. However, the second slip, which mostly runs along the end of the dock, not the terminal platform, is in shallower water. According to a drawing that is part of the Application, the waterward end of this slip is at the same depth as the landward end of the terminal platform, so it would be in about 2.75 feet of water at mean low water, and the landward end of this slip is at -2.0 feet NGVD, so it would be in about 1.5 feet of water at mean low water. Disagreeing with this drawing, Applicant Exhibit 61 indicates that the shallowest water depth at the second boat slip is at least two feet at mean low water. Although the scale of District Exhibit 62 prevents a precise determination, District Exhibit 62 seems to agree with this value, as well as other landward values, contained in Applicant Exhibit 61. The superior detail of both of these exhibits, as compared to that of the drawing accompanying the application, compels a finding consistent with the deeper water levels reported on Applicant Exhibit 61 and District Exhibit 62. Thus, the water depth, at mean low water, is at least two feet at the second boat slip. DEP environmental scientists visited Applicant's site twice before issuing the permit and snorkeled the area proposed for the dock to find the location that would result in the minimum impacts. On the first visit, the DEP scientists did not record the tide, but, in the second visit, they snorkeled the area at mean low water. After DEP approved the permit, its scientists snorkeled the site a third time, also at mean low water. Applicant has worked closely with DEP at all stages of the permitting process. In fact, early discussions resulted in several different alignments and locations for the proposed dock. After DEP's environmental scientists determined for themselves the location of the seagrass beds in the affected area, Applicant settled on a location and alignment acceptable to the DEP scientists and revised the application (Revised Application). The Revised Application locates portions of the dock deck over some seagrass beds, but adds restrictions, beyond those normally imposed on docks built in Aquatic Preserves, to reduce or eliminate the impacts of the dock on these seagrass beds. The Revised Application narrows the dock deck by one foot to three feet, replaces solid decking with grated decking for the first 200 feet from the shoreline, adds handrails for the first 200 feet from the shoreline, and raises the elevation of the dock deck from five feet to seven feet above mean high water for the first 200 feet from the shoreline. The Revised Application also changes the width of the terminal platform from 5.3 feet to 6 feet and its length from 30 feet to 25 feet. The Revised Application clearly identifies two boat slips: one on the waterward side of the long side of the terminal platform and one perpendicular to the first slip, along the north side of the end of the dock deck. Lastly, the Revised Application reduces the dock deck from 270 feet to 250 feet to the shoreline. The proposed alignment of the dock passes between two relatively small seagrass beds immediately offshore of the northwest side of Applicant's property. The cove contains a large seagrass bed, mostly confined to water depths of less than 1.5 feet at mean low water. A little more than 50 feet of the dock passes over the eastern edge of this large seagrass bed, and the most waterward 40-50 feet of the dock passes over bottom that is uncolonized by seagrass. The seagrass that is traversed by the dock is mostly confined to the long sandbar that the dock would cross. Petitioner presented several alternatives to the present alignment. These are depicted in District Exhibit 79. Petitioner and its witness ultimately selected Alternative F, which would be a shorter dock running to the northeast off the northern tip of Applicant's property. Passing over little, if any, seagrass, this dock would terminate in a hole that is three feet deep at mean low water. However, Alternative F provides Applicant with little better access than he has at present. The northern route to the channel requires several turns and passes over much seagrass. The longer eastern route runs over 600 feet in a narrow, turning channel that contains only 1.5-2.0 feet of water at mean low water. This side of Applicant's property is more exposed to currents and winds than the west side abutting the cove, so accurate navigation of a vessel with the engine trimmed partly up would be more difficult. Channels, especially shallow ones, shift over time and shoal up, especially given this tendency within the Central Embayment. The Central Embayment is a shallow waterbody prone to shoaling due to sedimentation. The main channel through the Central Embayment generally runs along the north shoreline of the Central Embayment, although it runs in a more central location as it approaches the Alternate A1A bridge at the east end of the Central Embayment. Applicant's property, which is close to the A1A bridge, is relatively close to the main channel. A shallow area with interspersed seagrass beds separates Applicant's property from the main channel. Applicant operates a 24-foot boat with a 200- horsepower outboard motor. The boat requires 12 inches of water to float with the engine up and 24 inches of water for the skeg and prop to clear the bottom with the engine down and the boat operating at idle or low speed. To ingress or egress the existing dock, Applicant can operate his boat only within two hours of high tide. To reach the main channel, Applicant must navigate poorly marked, local channels. The longer local channel runs east from Applicant's property and requires several turns. The shorter local channel runs north of Applicant's property and enters the southern access channel at a point near to its junction with the main channel. The southern access channel is an important channel in the Central Embayment, whose shoreline has been densely developed. A long sandbar runs through the center of the Central Embayment. Rather than navigate to the west of the sandbar, most boat operators coming from the south shoreline take the southern access channel, which shortens the time it takes for them to leave the Central Embayment. A mangrove island at the east end of the long sandbar is located immediately north and west of the southern access channel, just west of its junction with the main channel. Directly across from the mangrove island, in a southeasterly direction, is the northwest side of Applicant's property, from which the dock would extend, running toward the southern access channel. Boating traffic in the southern access channel may reach over 100 trips during a 10-hour period on weekends. In the vicinity of the proposed terminal platform, two large, privately installed pilings exist nearly in the center of the southern access channel. The closer of these pilings would be about 95 feet from the proposed terminal platform. One of the pilings marks the junction of the southern access channel with the main channel. The closer piling is between the proposed platform and the mangrove island to the northwest. Boats operate to the south and east of these pilings, typically at planing speeds of at least 20 miles per hour. In the vicinity of the proposed terminal platform, the southern access channel is 120-150 feet wide, and the waterward edge of the platform is about 70 feet from the center of the channel. The bathymetry in the vicinity of the proposed platform reduces the navigational hazard posed by the proposed project. The -3 and -4 feet NGVD contours run parallel along the southern edge of the southern access channel in the vicinity of the proposed terminal. Both contours, on either side of the proposed terminal, take sharp turns landward 25-50 feet on either side of the proposed platform. The effect of this bathymetry is to create a sort of submerged cove for the proposed terminal platform, which is protected from passing boat traffic from the fact that these contours are generally 25-75 feet further waterward on either side of the platform. For instance, at mean tide, boaters approaching the area of the platform would presumably wish to stay in water deeper than three feet, so they would unlikely find the platform to be a navigational hazard. Additionally, an imaginary line extending from the takeoff point of the dock on Applicant's shoreline, along the dock, to a point on the opposite shoreline would run about 13,800 feet. This line would run just east and north of the mangrove island described above. The drawing of riparian lines at this location is much more difficult due to the irregular shoreline and the orientation of the southern access channel. Originally, Applicant proposed a riparian line that ran from the westernmost extent of his property, which is located at the end of the waterway running along the west side of the property. Dutifully running this line perpendicular to the orientation of the southern edge of the southern access channel, Applicant deprived a corner of his neighbor's property of any riparian rights at all. During the hearing, Applicant redrew proposed riparian lines. The appealingly named, "Equitable Allocation" line does more justice to the neighbor by not crossing his property. Instead, this line runs roughly along the middle of the canal- like waterway on the west side of Applicant's property and, at the mouth of this waterway, turning to the northwest to run perpendicular to the southern edge of the southern access channel. The problem with the "Equitable Allocation" line offered by Applicant emerges when it is considered in broader scale, sufficient to encompass not only Applicant and his neighbor to the immediate west, but also that neighbor's neighbor to the immediate west. The "Equitable Allocation" line does no equity to the riparian access of one of the two landowners to the west of Applicant. However, the task in this case is not to draw riparian lines, but to determine whether the proposed dock or platform is within 25 feet of another landowner's riparian line. Applicant Exhibit 62 draws the 25-foot offset line. If the riparian- rights line runs perpendicular to the orientation of the southern access channel (the so-called "Equitable Allocation"), the terminal platform and dock are offset by more than 25 feet from the line. If the riparian-rights line extends property lines without regard to the orientation of the channel, then the platform, but not the dock, would be within the 25-foot offset. As noted in the Conclusions of Law, case law teaches that the location of the channel and property boundaries receive consideration in establishing riparian rights. When based on the larger-scale map of Applicant Exhibit 63, any equitable application of these factors would not result in the establishment of a riparian rights line within 25 feet of the proposed terminal platform or dock. The proposed dock and platform would impact the aesthetic enjoyment of nearby landowners and others using the waters of the Central Embayment. Swimmers and sunbathers set up on the sandbar and throw balls and flying disks. The proposed dock would divide the sandbar into two sections of about 170 feet and 100 feet. The impact of the dock, with its pilings spaced at ten-foot intervals, is unclear on these recreational users, as it is on users of canoes and kayaks, which also occupy these waters. The record does not portray a high-energy, strong-current environment in this area, which is essentially at the mouth of a small cove, so it is difficult to infer that typical currents will create unsafe conditions for swimmers, kayakers, or canoeists around the pilings. Likewise, the record does not establish the net impact of the dock and platform on fish, birds, and other wildlife using the area. The platform covers submerged bottom that is uncolonized by seagrass, and, given its coarse sand and shell hash, as well as the water depths and water clarity, this bottom is unlikely ever to be colonized by seagrass. The portion of the dock that traverses seagrass will shade this vegetation, but the effect of shading is mitigated by the seven-foot elevation of the deck, translucency of the decking material, and near north-south orientation of the deck. The construction of the takeoff of the deck will not require significant alterations to the existing mangrove fringe. The issue of cumulative impacts is not that the average dock in the Central Embayment is 80 feet, and the proposed dock is over three times longer. Nor is it that only two docks on the southern shoreline of the Central Embayment would equal or exceed in length the length of the proposed dock, and one of these two docks serves a planned unit development. The length of the dock is subordinate to the depth of the water to be reached by the dock. The more relevant issue, as to cumulative impacts, is that the proposed dock would extend to water whose depth is -3.5 feet NGVD, and the majority of docks in the Central Embayment terminate in water at least one foot shallower. An estuary whose urbanized shoreline appears almost condominiumized in aerial photographs, the Central Embayment will undergo shoreline development to match whatever DEP permits in its most generous permitting decisions. However, a close examination of District Exhibit 62 reveals numerous examples of docks or platforms terminating in -3.5 or even -4.0 feet NGVD, so the potential of the Letter of Consent generating cumulative impacts, strictly in the termination depths of docks, is small. The most relevant concern, as to cumulative impacts, is the potential for the construction of docks where no docks presently exist and the number of such docks that would need to extend 250+ feet to reach water depths comparable to those reached by the proposed dock and platform. Perhaps landowners abutting such extensive stretches of flats have been discouraged from trying to obtain permits for such lengthy structures. Perhaps Applicant himself was emboldened to seek the present NGP and Letter of Consent due to the permitting of the other single- family dock of comparable length on the southern shoreline. The problem as to this aspect of cumulative impacts is that the record does not support findings as to the number of littoral parcels without docks and the number of such parcels that would require docks of 250+ feet to reach the depths involved in this case. These cumulative impacts, if any, are too speculative to assess. Thus, the analysis of cumulative impacts in this case is necessarily restricted to consideration of the impacts of some additional pressure to construct docks to one-foot deeper water than has historically limited docks and the accumulation of additional impacts to resources, such as seagrass, or recreational uses, such as boating and swimming, from an authorization to build the proposed dock and platform. The record does not support findings of significant adverse cumulative impacts from this proposed activity. Moreover, the elimination of 335 square feet of shallow-water dock and the possible recolonization of seagrass, including threatened Johnson's seagrass, mitigate any cumulative impacts and limit or even eliminate the precedential value of the permitting decisions in this case.
Recommendation It is RECOMMENDED that the Department of Environmental Protection: Grant the Noticed General Permit. Grant the Letter of Consent upon two conditions: a) the prohibition against any boat mooring to the slip for any period of time, if the boat requires more than two feet of water with its engine in normal operation position and the boat operating at idle or slow speed; and b) the removal of the existing dock prior to the construction of the new dock and platform. DONE AND ENTERED this 25t day of July, 2005, in Tallahassee, Leon County, Florida. S ROBERT E. MEALE Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 25th day of July, 2005. COPIES FURNISHED: Kathy C. Carter, Agency Clerk Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 Greg Munson, General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 Kevin S. Hennessy Lewis, Longman & Walker, P.A. SunTrust Building 1001 3rd Avenue West, Suite 670 Bradenton, Florida 34205 Thomas F. Mullin Lewis, Longman & Walker, P.A. 1700 Palm Beach Lakes Boulevard Suite 1000 West Palm Beach, Florida 33401 Marcy I. Lahart Marcy I. Lahart, P.A. 711 Talladega Street West Palm Beach, Florida 33405 John S. Yudin Guy & Yudin, LLP 55 East Ocean Boulevard Stuart, Florida 34994 Toni Sturtevant Assistant General Counsel Christine A. Guard Senior Assistant General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000
The Issue The issue for disposition in this case is whether the Respondents, James and Carol Rosasco, qualify for a Noticed General Permit pursuant to Rule 62-341.427, Florida Administrative Code, and a Consent to Use pursuant to Rule 18-21.005, Florida Administrative Code, for a single-family dock, on the Indian River in Brevard County, Florida.
Findings Of Fact The Rosascos (James and Carol) own a parcel of real property on the Indian River at 4680 Highway AIA in Melbourne Beach, Brevard County, Florida (4680). The shoreline on the west of the Rosasco's property is more than 65 linear feet. The parcel just south of the Rosasco's property is at 4690 Highway AIA (4690). It was recently owned by a subsidiary of Disney and was used as an executive retreat. There is an existing dock at 4680, approximately 200 feet long, close to the upland boundary of 4680 and 4690, but extending southwest. The prior owner of 4680 and the Disney subsidiary had an agreement that allowed both to use and maintain the dock. The agreement was not renewed when the Rosascos purchased 4680. The Rosascos immediately made plans for a replacement dock and submitted the application that is the subject of this proceeding. Fred and Julie Braid own the parcel just south of 4690, at 4720 Highway AIA (4720). They have an approximate 280-foot long dock which runs straight west from their shoreline. In October 1998, Disney Realty, Inc., advertised 4690 for sale by bids. In December 1998, the Braids purchased the 4690 parcel with knowledge of ownership and configuration of the existing dock at 4680. After DEP issued its intent to grant their Noticed General Permit and Consent of Use for the Rosasco's 325-foot replacement dock. The Braids challenged the decision in January 1999. The Braids' two parcels and Rosasco's property are in a shallow cove area of the Indian River. Long docks are necessary there to provide boat access and to avoid seagrasses that are close to shore. The Braids are primarily concerned that if the Rosascos are allowed to construct their replacement dock there will be no room for the Braids to place a dock on their newly-acquired 4690 parcel. The Braids' Petition for Administrative Hearing and challenge to DEP's intended action is in letter form and raises four basic concerns: the proximity of the proposed dock to 4690; whether the proposed dock would preclude the Braids' placing their own dock on 4690; possible damage to seagrasses; and problems with navigation. In order to address the Braids' concerns, the Rosascos modified their application on March 31, 1999. The revised proposal increases the length of the dock from 325 feet to 500 feet and situates the dock to run north of the existing dock and parallel to that dock (which will be removed). The revised proposal has the new dock terminal starting 25 feet north of the property line and purported riparian line. The revised proposal would result in a minimum of 50 feet clearance between the new dock and the terminal platform of the Braids' existing dock at 4720. The modification did not satisfy the Braids. At the hearing Mr. Braid used strips of paper on a drawing to show hypothetical converging of the proposed Rosasco dock and another long dock extending from the center line of his shore frontage at 4690 where Mr. Braid would like to build. DEP staff have reviewed a signed and sealed survey submitted by the Rosascos which purports to show that both the original proposal and the revised dock proposal will place the new dock at least 25 feet from the riparian rights line between the Rosasco's property and the Braids' 4690 parcel. The riparian line drawn on the Rosasco's survey is configured in the same manner as a riparian line reflected on a survey submitted by the Braids when they sought approval for their now-existing dock at 4720. That is, the surveyor simply extended the upland property line straight into the Indian River. At hearing, the Braids submitted a survey of 4690 into evidence; this one angled the northern riparian line (line between 4690 and 4680) to run parallel to the southern riparian line (line between 4690 and 4720). There are obviously various means of drawing riparian lines, and those lines are particularly complicated in a cove where the shore is curved. Without the testimony of any of the surveyors it is impossible to determine their respective bases for the conflicting depictions. Neither the administrative law judge nor the DEP has any authority to determine riparian rights lines, as this a uniquely judicial function of a circuit court. In reviewing applications for dock permits, DEP does not require a circuit court order determining a riparian rights line as that would be impractical and cost-prohibitive. Instead, DEP accepts a signed, sealed, survey depicting a reasonable suggestion of the riparian rights line. This was the process when the Braids made application for their dock in 1996, and was the process when DEP reviewed the Rosasco's application in 1998. The survey submitted by the Rosascos indicates that the dock proposal, and March 1999 revised dock proposal both situate the replacement dock at least 25 feet from the purported riparian rights line. DEP reasonably relied on that survey. Brian Poole, a former DEP Environmental Specialist II with 25 years experience with the agency, reviewed the Rosascos' first and revised dock proposals. His lengthy experience includes processing and reviewing dock applications in this area of Brevard County and he is very familiar with seagrass habitat, dock placement, and navigation issues. According to Brian Poole, and based on the surveys and aerial photographs, the Rosascos' revised proposal would not preclude the Braids' building a dock on their 4690 parcel. It could be configured, even zig-zagged, between the Braids' existing dock, and the Rosasco's proposed dock. The Rosasco's proposed dock would afford more room than the Rosasco's existing dock which is closer to the 4690 parcel. Mr. Braid testified that some boaters in the Indian River travel close to the existing docks at 4680 and 4720 and that the longer dock proposed by the Rosascos will impede navigation. The Indian River is approximately 8000 feet wide at the project site and the Intracoastal Waterway, which is the main navigational channel of the Indian River, is approximately one mile west of the project site. The proposed 500-foot dock will not come near the Intracoastal Waterway or other navigational channel. There is already at least one other 500-foot dock in the vicinity of the Rosasco's and Braids' docks. There are several other shorter docks in the area. Because the water is shallow, any boaters close to the shore or using the existing docks will have to navigate carefully at idle speed and the docks will not impede their navigation. At the hearing the Braids conceded that seagrasses were not an issue. This is confirmed by Brian Poole whose experience and knowledge of the area confirm that there are no seagrass beds or other submerged aquatic vegetation at the terminal platform or mooring area of the original proposed dock or the revised proposed dock. Seagrasses also do not appear in the aerial photographs beyond 300-feet from shore as poor light penetration inhibits their growth.
Recommendation Based on all of the foregoing, it is hereby, RECOMMENDED: The petition challenging the propriety of the general permit for Rosascos' related proposed dock and the related consent of use of sovereign submerged lands be DENIED. The Rosascos' single-family dock project as revised in the March 31, 1999, modification be authorized pursuant to the applicable general permit rules, provided that the revised dock does not exceed a total area of 2,000 square feet, subject to design criteria limitations and other conditions. The Rosascos's application for consent of use of sovereign submerged lands be GRANTED, subject to the general consent conditions quoted above and those imposed by rule. DONE AND ENTERED this 1st day of July, 1999, in Tallahassee, Leon County, Florida. MARY CLARK Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 1st day of July, 1999. COPIES FURNISHED: Fred and Julie Braid 4720 Highway AlA Melbourne Beach, Florida 32951 James and Carol Rosasco 4680 South Highway AlA Melbourne Beach, Florida 32951 Thomas I. Mayton, Jr., Esquire Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 Kathy Carter, Agency Clerk Department of Environmental Protection Office of General Counsel 3900 Commonwealth Boulevard, M.S. 35 Tallahassee, Florida 32399-3000 F. Perry Odom, General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000
The Issue The issues to be determined are whether Respondent Roy Voss is entitled to an exemption from the requirement to obtain an Environmental Resource Permit (“ERP”) and entitled to “consent by rule” to use sovereignty submerged lands to install five mooring pilings next to his existing dock in Stuart, Florida.
Findings Of Fact The Parties Petitioner Pirtle is the owner of real property located at 4622 Southeast Boatyard Drive, Stuart, Florida. The property includes a dock that has been operating as a commercial marina for over 20 years. Respondent Voss is the recipient of the authorizations which are challenged by Petitioner. Voss owns the real property located at 4632 Southeast Boatyard Drive, Stuart, Florida, which is located immediately south of Petitioner’s property. Voss has a private dock. The Pirtle and Voss properties are riparian lots on Manatee Pocket, which connects to the St. Lucie River. Both lots have 50 feet of waterfront. The Department is the state agency with the power and duty to regulate construction activities in waters of the state pursuant to chapter 373, Florida Statutes. The Department also serves as staff to the Board of Trustees of the Internal Improvement Trust Fund (“Board of Trustees”) to review and act on certain construction activities on state sovereignty submerged lands under chapter 253. The Pirtle and Voss Docks The Pirtle dock is 101 feet long and is T-shaped. The Pirtle marina operates under a 1991 sovereignty submerged land lease issued by the Board of Trustees. The lease authorizes up to ten boat slips within the leased area. Pirtle has five boat slips on the south side of his dock, which are configured so that boats are moored perpendicular to the dock, usually with their bows pointed toward the Voss dock. The Voss dock is 120 feet long and has an L-shaped waterward end. The “L” extends to the south, away from the Pirtle dock. The Voss dock was built sometime after the Pirtle dock. Voss has moored several boats at his dock, including a 26-foot Grady White with an 8.5-foot beam, a 38-foot boat with a 15-foot beam, and a 42-foot boat a 15-foot beam. The 38-foot and 42-foot boats have each been moored along the north side of the Voss dock (nearest the Pirtle dock) in the past. The parties did not dispute the location of an imaginary “riparian line” running parallel to and generally equidistant between the Pirtle and Voss docks. Before Voss installed the five pilings which are the subject of this case, boats maneuvering into or out of the slips that are on the south side of the Pirtle dock (“the south slips”) often crossed over the riparian line. The Mooring Pilings On August 29, 2012, Voss applied for the authorizations to install five mooring pilings spaced 20 feet apart on the north side of and parallel to his dock. Voss said he intended to use the pilings to moor a new 38-foot boat with a 15-foot beam. Voss could use three pilings to moor a 38-foot boat. The mooring pilings are also farther from Voss's dock than needed to moor a boat with a 15-foot beam. Voss originally proposed to install the pilings on the riparian line. The Department reviewed the proposal and asked Voss to set the pilings back about three feet farther away from the Pirtle dock. The Department issued the authorizations to Voss on October 25, 2012, and he installed the five mooring pilings where the Department directed him to, about three feet inside the riparian line and 20 feet from his dock. The closest distance between the T-shaped end of the Pirtle dock and the nearest mooring piling is about 8.5 feet. Therefore, only boats with a beam (maximum width) less than 8.5 feet can pass this point when attempting to maneuver into or out of the south slips. Pirtle found out about the Voss pilings early in December 2012. He filed his petition for hearing with the Department on December 20, 2012. The timeliness of the petition was not disputed. The authorizations were issued by the Department without first conducting a site inspection to determine what effect the mooring pilings would have on the ability of boats to maneuver into and out of Pirtle’s south slips. After Pirtle filed his petition, four Department employees went to the site in a 21.5-foot boat with a beam of about 7.8 feet. The pilot of the boat, Jason Storrs, had difficulty maneuvering into and out of Pirtle’s south slips and had to be assisted by the other Department employees who stood in the boat and pushed off from the pilings. Without their assistance, the boat would have bumped into the pilings. An inexperienced boater would have greater difficulty attempting to enter or leave one of the south slips. It would be more difficult to maneuver a boat in or out of one of the south slips if Voss had a boat moored along the pilings. In windy and choppy water conditions, a person attempting to maneuver a boat into one of the south slips would risk damage to the boat and possible injury. The proximity of the mooring pilings to the slips on the south side of the Pirtle dock creates an unsafe condition. It is the practice of the Department to treat boating conditions that create a potential for damage to boats and injury to boaters as a “navigational hazard.” Voss's mooring pilings create a navigational hazard. The difficult and unsafe situation created by the mooring pilings would be obvious to boat owners considering whether to lease one of the south slips at the Pirtle marina. The south slips would be unattractive to potential customers of the marina. Pirtle’s ability to operate the south side of his marina is substantially impaired by Voss's pilings.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Environmental Protection deny the exemption and consent by rule. DONE AND ENTERED this 27th day of September, 2013, in Tallahassee, Leon County, Florida. S BRAM D. E. CANTER Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 27th day of September, 2013.
Findings Of Fact Chapter 216.14, Laws of Florida, 1941, establishes the Ponce de Leon Inlet and Port District for the primary purpose of obtaining land and easements to be turned over to the U.S. Government in connection with various harbor and channel improvements in Volusia County. The name and authority was changed in 1963, 1965 and 1969, so that now it is called the Ponce de Leon Port Authority whose powers were expanded to include "long-range development of the facilities for ports and recreation facilities within the district and traffic through these said ports." (Exhibit 1). In 1964 the qualified electors of Ponce de Leon Inlet and Port District approved the issuance of $4,000,000 special obligation bonds for the purpose of creating port and harbor facilities. Federal legislation authorized the stabilization of Ponce de Leon Inlet conditioned upon local authorities, viz. the Port Authority, complying with certain provisions such as paying part of the cost, providing spoil disposal sites, easements, etc. and providing "necessary mooring facilities and utilities including an adequate public landing or wharf with provisions for the sale of motor fuel, lubricants and potable water, equal to all on equal terms." (Exhibit 4). Pursuant to such federal legislation the channel improvements were completed in 1970-71. The availability of mooring and harbor facilities was an element used in determining the favorable cost-benefit ratio for the channel stabilization project. (Exhibit 2). The Port Authority's application in 1971 to the then Department of Pollution Control for a permit to construct a port and marina facility north of Ponce de Leon Inlet was denied. Thereafter an extended search for a suitable site was instituted. Included in this study are plans for a waterfront park which are referred to in various exhibits but are not a part of or integral with the application here under consideration. The Volusia County Planning Department was retained by the Port Authority to work on site selection and site design. After surveying existing marinas and determining that a need for the proposed marina existed, the planners determined that to meet the expressed need for a marina the site would require a minimum of twenty acres to accommodate water and land based boating facilities. Also, the site must satisfy the following requirements: It must be located to serve both New Smyrna Beach and Daytona Beach. The land use in the vicinity of the site must be compatible with the proposed marina. The site must be readily accessible by both land and water. There should be a minimum conflict with vehicular traffic over bridges which need to be opened to allow boat traffic. Municipal services such as electricity, water and sewage disposal facilities must be available. Topography of site must be such as to accommodate the construction of a marina. The site must offer protection to moored boats from wind and wave action. Consultants were employed to locate potential sites within the study area and six sites were identified with potential for developing a marina thereon. Three of these sites were quickly ruled out because of ecological factors and access problems, and various studies were conducted over a six months' period to evaluate the plant and animal life occupying the other three sites. In 1976 the results of the investigations, studies and meetings with various government agencies were documented in Marina and Park Study (Exhibit 8) which constituted the recommendations of the Volusia County Planning Department as adopted by the Port Authority. Upon completion of the study it was determined that Site V comprising some 90 acres which was given to the Port Authority by the City of New Smyrna Beach to whom title had earlier been conveyed by the Trustees, Internal Improvement Trust Fund, offered the best site for the project. Part of this tract consisted of a spoil disposal site upon which the New Smyrna Power Plant had been built. In addition to spoil disposal in this area some dredging had been done both north and south of the power plant site to provide access by fuel barges and other boats. Thus part of the area had previously been disturbed by man's activity and was no longer pristine. This site is close to Ponce de Leon Inlet and boats going from the marina to the ocean would have no drawbridges to pass under; the site is readily accessible from U.S. 1; Municipal facilities are available at the site; an industrial park has been established at the airport across U.S. 1 from the site thereby providing space for businesses to serve the proposed marina; the topography of the site is suitable for a marina; and the site will provide protection from wind and waves to boats moored there. Plans for the construction of the proposed marina were prepared and submitted to DER for the issuance of a permit. The Port Authority's position in 1976, which is substantially the same as now, is succinctly stated in Exhibit 8, p. 5, as follows: The Ponce de Leon Port Authority is committed ideologically and contractually to the provision of these facilities and fulfillment of these needs subject to state and local cooperation in permitting land acquisition and construction. In many respects the proposed park-marina is in fact a completion of park and recreation plans prepared as part of the original inlet stabilization proposed by the Corps of Engineers. Those parts of the current proposals not specifically contained in the plans prepared by the Corps of Engineers are modifications or logical extensions of the ideas contained therein. Numerous conferences between representatives of the Port Authority and officials of DER resulted in two modifications of the original development proposal. On each of these modifications the Petitioner further reduced the dredged area containing the most productive habitat. The final proposal, for which the application for permit was denied and is the subject of this hearing, reduced the area of mangroves to be dredged to approximately five acres and contained a design which would provide 90 percent flushing of the marina area each one-half tide cycle. By this application Petitioner seeks to construct a marina to accommodate 40 commercial vessels and 136 recreational boat slips (Exhibit 15) with the commercial boats and recreational boats on separate sides of the upland area involved. Ecological Considerations Involved The entire site owned by Petitioner and comprising some 90 acres is an impounded area bounded on the east by the Intracoastal Waterway (ICW); on the south by a road providing access to Inlet Shores, a residential development erected on a former spoil disposal site immediately south of Petitioner's property; on the west by U.S. 1 and east of that by a power line road; and to the north by the access road to the power plant site. The power line road which runs north - south and is east of U.S. 1 is breached in several places and some tidal effects are present in the marshy area between the power line road and U.S. 1. Petitioner proposes to dredge 327,000 cubic yards of which 93.5 percent is seaward of mean high water. Part of this dredged material would be used to fill and develop upland portions of the marina site, and the remainder will be deposited on disposal sites generally west of the power line road. The dredging will be done by suction dredges, and necessary safeguards will be provided to prevent turbidity or water degradation during the dredging and filling operations. To provide 90 percent flushing of the marina basin on each one-half tide cycle the water portion of the marina will be dredged to ten feet below mean low water. Of the uplands and tidal areas proposed to be dredged 0.66 acre is populated by red mangroves, 4.28 acres are populated by black mangroves, and 7.52 acres are populated by Batis/Salicornia. The fill area comprises 1.02 acres of black mangroves and 9.43 acres of Batis/Salicornia. (Exhibit 42). These vegetations are approximate because each specie is not the sole occupant of the area but merely the dominant specie thereon. Plant species in this site also include Spartina and Barrichia. To provide the 90 percent flushing of this proposed marina Petitioner proposes to make the power plant and uplands marina site into an island connected to the mainland by a bridge. This will result in eliminating the existing power plant access road and replacing it with a rerouted road and the construction of a bridge spanning the channel connecting the commercial and recreational slips. Petitioner proposes to bulkhead around the upland area of the marina and to stabilize the south side of the marina channel with rip-rap. The project slope of this channel, which abuts the area of greatest ecological significance, is two to one. Connected to the proposed marina basin to the south of the project site is a shallow tidal creek two or three feet deep which extends southward through the impounded property and provides a flushing channel for the entire impounded area east of U.S. 1. This tidal creek is the most significant ecological feature of this tract and is little affected by the proposed dredging. The proximity of this site to Ponce de Leon Inlet gives it a coastal oceanic component imposed on what would otherwise be simply an estuarine system. This component is evident from the aquatic species inhabiting the site. This is significant in that there is an import of food from the ocean as well as an export of food from the estuary both adding to the food chain at this location. Tidal range in most of the area is approximately 2.5 feet. This tidal range decreases to less than one foot west of the power line road. The few breaks in the power line road allow this tidal component to enter this area, but the reduced tidal component is due to the barrier presented by the power line road. As a result of this lower tidal range the flora west of the power line road has a much smaller red to black mangrove ratio and is generally less productive. Furthermore, greater freeze damage has occurred west of power line road than east of it; however, there remains considerable evidence of extensive freeze damage to black mangroves in the western portion of the tract east of power line road. The last freeze causing extensive damage occurred in 1977. In connection with the proposed marina project Petitioner proposes to install culverts under the power line road to allow more tidal flushing west of power line road. This will increase the productivity and ecological value of this area and thereby increase the productivity of the impounded area comprising this estuarine system. No evidence was presented from which the quantum of this increase can be determined. The most ecologically significant vegetation in this site is located adjacent to the IC and immediately south of the proposed entrance channel to the marina. Earlier applications included dredging in this area. Although not the most significant in the tract, those areas now proposed to be dredged are ecologically productive and provide sanctuary and nursery habitat for aquatic species important to the fishing industry. In this connection, studies conducted by Respondent show this area to be much more productive than do the studies conducted by Petitioner. Respondent's studies were conducted for a one- year period; Petitioner's studies were completed in six months. Additionally, Respondent used a smaller seine opening, thereby capturing a large number of small animals that could have passed through Petitioner's seines. Accordingly, more credence is given to the Respondent's evaluation of the productivity of the impounded area than is given to Petitioner's evaluation of this productivity. Biomass studies were not conducted by any of the parties hereto. Therefore, a quantitative evaluation of the loss to the site by the proposed dredging cannot be made. Suffice it to say that this loss to the ecology caused by the dredging is significant, and this significance is demonstrated by the variety of species found in the area. Water Quality Degradation With respect to water quality degradation the parties have stipulated that there will be no short-term water quality degradation due to the construction of the proposed marina. If short-term degradation will not occur due to construction it would seem obvious that this construction could not cause long-term degradation of water quality. Water quality degradation resulting from operation of the proposed marina can only be addressed by considering measures proposed by Petitioner to insure the integrity of the water quality against those forces that would cause degradation. Those forces primarily attested to include oil and gas spills, waste from moored boats, discharge from upland areas, and paint flakes from boat bottoms. The assurances that water quality degradation will not result from marina operations is provided by the necessary equipment to clean up any accidental oil or gas spills; adequate waste disposal facilities at the marina plus regulations precluding people from living aboard boats that are moored at the marina; provisions for retention of water runoff on the upland area of the marina; and 90 percent flushing on each one-half tide cycle designed into the project. This constitutes reasonable assurances that long-term degradation of water quality will not occur. Respondent's witnesses' testimony that long-term water quality degradation could occur in the estuarine channels south of the marina basin is based on the assumption that oil spills and discharge from boats is inevitable, that some of these contaminants would be carried by incoming tides up the estuarine creeks, that all of these contaminants will not exit with the outgoing tides, and consequently these contaminants will build up to a point the quality of the water will be below minimum standards. No evidence to support these assumptions was presented. While it is possible or even probable that some contaminants will enter the shallow estuarine channels on incoming tides, most of these contaminants will also exit on outgoing tides. Some of the contaminants that do not exit the estuarine channels through the marina basin will exit these channels through the mangroves on outgoing tides directly to the ICW. Other contaminants will be assimilated and absorbed by the plant life in this system. Absent flagrant violations of all laws and regulations protecting water quality, the design and equipment proposed does provide reasonable assurances that water quality will not be degraded. Responsible enforcement of these various laws and regulations will preclude flagrant violations. Wildlife Interference Manatees have been sighted in the vicinity of the power plant site. It is also an accepted fact that manatees are known to congregate near warm water discharges from industrial plants. The power plant has its water intake on the north side of the plant and its discharge on the south side of the plant site into the proposed channel to be used by recreational boats entering the marina. From these facts Respondent concludes that the proposed marina would increase the frequency of harmful and fatal encounters between boats and manatees. Manatees have been sighted in many areas of the ICW between New Smyrna Beach and Daytona Beach with the only concentration reported at the warm water discharge from the sewage treatment plant at Edgewater (just south of New Smyrna Beach). No evidence was presented from which it can be concluded that greater danger to manatees will result if the marina is located as proposed rather than at another site. Boats generally enter marinas at reduced speeds due to the restricted area in which they must operate, the potential damage wakes could create for moored boats, and the increased danger of collision with boats or docks while operating in restricted waters. While operating at reduced speeds it is less likely that a boat will hit a manatee than when operating at high speed and, if such a collision does occur, the damage to the manatee or the boat will be much less. Furthermore, without a marina near the entrance to Ponce de Leon Inlet boats will travel a much greater distance in the ICW (and at higher speeds than when entering the marina) while making a voyage to the ocean and back. This increased travel in the ICW would increase the probability of collision with a manatee more than would a concentration of boats at the marine. Various birds, some of which are endangered species, have been sighted in the area herein involved. No specific damage to these birds was shown by the proposed marina other than the potential effect removal of the productive vegetation would have on these animals. No evidence was presented that any of these endangered species nest in this area or that removal of productive vegetation would have any specific adverse effect on these birds. Public Interest and Benefits As noted above, one of the factors used to arrive at a favorable cost to benefit ratio for the channel stabilization project at Ponce de Leon Inlet was the construction by local authorities of port facilities where fuel and docking spaces would be available to the public. Surveys of existing facilities were conducted in connection with the Marina Port Study 1976 (Exhibit 8). This revealed existing marinas were full and that a substantial waiting list for berths at these marinas existed. At this time the registered boats per 1,000 population in Volusia County was 43.2. (Exhibit 11). The significance of this figure is that it shows a substantial increase since 1967, and by 1980 the registered boats per 1,000 population was 57. At the same time the population of Volusia County was also increasing each year. Available slips for boats have not kept up with these increases; in fact, statistics presented show a further widening between the number of boats and the availability of berths in Volusia County. This is also reflected in the increase in number of boats on the waiting lists at those marinas polled. Facilities for commercial fishing vessels designed to work out of Ponce de Leon Inlet are minimal. While some docking facilities exist, these consist only of piers to which to moor. Fuel is available at only a few marinas, and then by tank truck. Inadequate facilities are available in this area for unloading the catches from commercial fishing vessels. Some 30 fishing vessels are owned by local residents. Thirteen of these owners submitted signed statements that they needed and would use the proposed facility for all the needs of their vessels. Marina owners and fish house operators testified in opposition to the proposed marina, contending that a marina constructed with tax revenues and low interest loans would offer unfair competition to them, that their facilities were adequate to meet the existing needs for marina and fishery services, that if the public facility was not built they would expand their facilities to meet the need, that there are insufficient fish to provide a source to support the additional boats to be attracted by the marina, and that no increase in the available fish to be taken off Ponce de Leon Inlet is a realistic concept. While there have been wide fluctuations in the annual fish harvest in this area, the average fish catch over the past ten years indicates that this harvest is now at or near its maximum sustainable yield. Therefore, a significantly increased harvest is not anticipated. This does not mean that if facilities for off-loading fish are provided by the proposed marina that there will not be a substantial increase in the quantity of fish landed here. If so, this would mean that these fish loadings would be taken from another port. While this would result in no economic increase for Florida (assuming the landings were taken from Cape Canaveral), it would represent an economic benefit for Volusia County. Considerable testimony was presented respecting the desirability and economic feasibility of governmental intrusion into private enterprise which will occur if the marina is constructed by the port authority as proposed. The answer to such a question is predominantly a political one which has been answered in favor of such intervention by the voters. The evidence that a business enterprise is more efficiently run by private interests than by a governmental entity was not disputed. However, there are occasions where the size of the project, the risks involved, or the necessity for the project is such that it will only be done if constructed by a governmental entity. Classic examples of such projects are airports, bridges, tunnels, low-cost housing projects, large reclamation projects, and port and harbor facilities. There are also many marinas that have been constructed and run by public bodies such as cities, port authorities or other political subdivisions. The facilities when completed are to be leased to private enterprise to operate these facilities. This will be more efficient than if the port authority operated the facility. The primary, if not sole, consideration used by Respondent to deny the permit was the destruction of productive habitat that will result from the construction of this marina. No evidence was presented that Respondent weighed the loss of habitat against the public need for the marina; or, if such was done, the factors used in determining the weight to be given to each. At the hearing evidence of need (and lack thereof) for a marina was presented as well as evidence bearing on the economic feasibility for this marina. After considering all of the testimony I find that the construction of the marina will result in the destruction of valuable habitat, that the slips to be provided at this marina are needed for both commercial fishing boats and recreational boats, and that the marina will provide economic benefits to Volusia County. Balancing the loss to be caused by the proposed dredging and filling against the gain to the people of Volusia County and the surrounding area by the construction and operation of the proposed marina, I find construction of the marina not to be contrary to the public interest.
The Issue Should the Respondent, STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION, grant the applicant, JEMAAM, INC., a dredge and fill permit pursuant to the Notice of Intent dated March 2, 1988, in File No. 361414445?
Findings Of Fact The Respondent, JEMAAM, INC., is the owner and the developer of real property contiguous to state waters in Lee County, Florida. The condominium project on the property is known as Island's End Condominiums. As part of Phase III of the condominium project, Respondent JEMAAM built a dock. This dock is the subject of this administrative hearing because the Respondent JEMAAM wants to reconfigure and relocate portions of the dock structure. Respondent JEMAAM filed an application for a dredge and fill permit with the Respondent DER in order to modify the exiting dock. The Respondent JEMAAM seeks to modify the dock by relocating a 3.92' x 61' section of the existing dock to a more waterward location. This area of the dock is the southerly extension, which fronts the Petitioners' condominium unit. The application process was begun on November 3, 1987, and completed on February 26, 1988. A Notice of Intent to Issue a dredge and fill permit for the proposed project was issued on March 2, 1988, by the Respondent DER. The dock is subject to the Respondent DER's permitting requirements because the construction activity is to take place in state waters and the dock structure exceeds 1,000 square feet in size. In addition, the Respondent JEMAAM has agreed not to undertake further dredge or fill work or any other construction in wetland areas under the Respondent DER's jurisdiction unless a valid permit had been obtained for such activities. The Petitioners, LEO J. BERGER and KATHLEEN D. BERGER, are the owners of Condominium Unit Number 102 in Phase III of Island's End Condominiums in Lee County, Florida, which is adjacent to Respondent JEMAAM's dock. The Petitioners filed an administrative complaint in which they disputed the appropriateness of the Intent to Issue dated March 2, 1988. In support of their position, the Petitioners identified a number of areas of controversy and alleged that the Respondent JEMAAM's application did not meet the "reasonable assurances" required for permit issuance. The Petitioners' allegations, which are properly before the Hearing Officer, are as follows: Shallow water in the area where the new dock configuration is to be located would result in propeller dredging of littoral shallows. The proposed waterward relocation of a portion of the dock would present a navigational hazard in the channel as well as in the shallows and around the dock. The proposed relocation would cause harmful shoaling in the area, which would affect boating safety as well as the habitat. The dock relocation and associated boat traffic will disrupt and harm bird and fish habitats. The dock may be within the Estero Bay Aquatic Preserve. Based upon the evidence adduced at hearing, I find as follows as to the allegations raised by the Petitioners in their administrative complaint: There are sufficient water depths, based upon the Bathymetric profile and a number of reviews by the Respondent DER in the proposed relocation area, to prevent harmful propeller dredging by boats using the dock. However, to assure that harmful turbidity and propeller dredging does not occur, the dock extension arm can be completely handrailed in the shallow, landward area. The addition of a shielded, steady burning light and navigational markers should minimize any impediment to navigation caused by the dock relocation. The main channel is not far from this area, and most boating traffic in the general area is confined to the main channel. The additional markers and lighting requirements combine with the current conditions to alert all reasonable and prudent boaters to the hazards and challenges of the area. The evidence is inconclusive as to the extent to which the dock structure has increased shoaling in the area. Much of the shoaling is attributed to the natural conditions of the area, a back-bay coastal zone. The shoaling which has occurred is thought to be beneficial by the experts who testified at hearing because the development of grasses has increased. This creates a positive habitat for Cuban shoalweed, brittle starfish, and several species of crab. Relocation of a portion of the dock will not substantially affect the shoaling activity in the area. The bird and fish habitats in the area do not appear to be adversely affected by the current dock. It is not anticipated that the relocation of a portion of the dock will change the ongoing development of the habitats. The bird roosting area on the sandbar includes a larger variety of species now than it did before the current dock was built, according to studies done by James W. Beever III. The installation of the additional channel markers was suggested by Beever, an expert witness in the case, as a means to enhance the viability of the sandbar as a habitat. The markers aid in steering boat traffic away from the area and prevent the beaching of boats on the sandbar. James W. Beever III is the current resource and research coordinator of the Estero Bay Aquatic Preserve. Based upon his testimony, the proposed dock relocation is not within the aquatic preserve. The areas of controversy raised by the Petitioners in their administrative complaint were sufficiently met by the reasonable assurances of the Respondent JEMAAM that the purported harms would not occur. The project is not contrary to the public interest under the criteria set forth in Section 403.918, Florida Statutes, as represented by the Respondent DER in the Notice of Intent to Issue and proved at hearing.
Findings Of Fact Dredge And Fill Permit And Consent Order 1.01 Background On December 10, 1992, the Department issued a dredge and fill permit pursuant to Florida Administrative Code Rule 17-312. 1/ The permit was issued to Hubbard in care of Dock Masters of Homosassa, Inc. ("Dock Masters"). Dock Masters is the entity responsible for the project. The project is located in a lagoon off Kings Bay, in the Crystal River in Citrus County, Florida. It is in a man-altered Class III waterbody in Section 28, Township 18 South, Range 17 West, on Lot 15, West Baywater Court. The permit authorized construction of an 883 square foot single family dock and 70 foot retaining wall. The permit required Hubbard to create 346 square feet of wetlands as mitigation and to dedicate all remaining wetlands on the site as a conservation easement to the Department. The dock is constructed several feet east of the permitted location and is built in a slightly different configuration. The permitted square footage over the water is reduced in the dock actually constructed by approximately 20 feet. About 10 feet of fill is added to wetlands. Hubbard notified the Department of the discrepancy between the permitted dock and the dock actually constructed. In July, 1993, the Department inspected the site and determined that the dock was not constructed in accordance with the permit. The Department determined that there was a violation of the permit. The location and configuration of the dock actually constructed did not comply with the permitted plans. However, the Department determined that the dock actually constructed was permittable. The Department entered into a Consent Order with Dock Masters approving the dock actually constructed. The Consent Order imposed civil penalties of $932 and costs of $150 but required no corrective action. During the formal hearing conducted on March 8-9, 1994, Hubbard requested that the dock actually constructed be shortened 3.5 feet and that a four foot section of the west side of the dock be removed (the "as-built dock"). Modifications included in the as-built dock are minor. They merely reduce the size of the dock and do not create additional adverse impacts. Petitioner is an adjacent land owner to the as-built dock. Petitioner's dock is configured, more or less, parallel to the shore line. The as-built dock on Hubbard's property is configured, more or less, perpendicular to the shore line. The as-built dock extends farther into the lagoon than does Petitioner's dock. In addition, the as-built dock is situated between Petitioner's dock and the confluence of the lagoon and King's Bay. Navigation The as-built dock does not adversely impact navigation. The as-built dock extends approximately 37 feet into the lagoon. The lagoon is approximately 197 feet wide at the project site. There is 160 feet of open water in which to navigate past the as- built dock. Depths in the open water beyond the end of the as-built dock are adequate for navigation. During low tide, depths in the lagoon at the project site are: 3.5 feet at the end of the as- built dock; 5.0 feet, 40 feet from the end of the dock; 4.4 feet, 80 feet from the end of the dock; and 3.0 feet, 120 feet from the dock. The as-built dock does not adversely affect boaters' ingress and egress into and out of the lagoon. The center of the navigational channel in the lagoon is approximately 40 feet from the edge of the as-built dock. In extremely low tides, areas around the as-built dock will go dry before the center of the navigational channel goes dry. Boat traffic in the lagoon is sparse at the project site. Boats using the lagoon are required to travel at idle speed. The speed limit is posted on signs in the lagoon. The as-built dock does not present a navigational hazard. The dock is easily seen and is lighted at night. Manatees The as-built dock will not adversely impact manatees. The area around the project site is not a core area for manatees. The as-built dock is a single family dock with a berth for one boat. The U.S. Fish and Wildlife Service and the Department's Threatened and Endangered Species Section have responsibility for protecting manatees. Both agencies were contacted regarding the Hubbard dock. Neither agency objects to the as-built dock. Manatees congregate around large springs. There are no large springs near the project site. The two nearest manatee sanctuaries are approximately 2,000 feet from the as-built dock. No boating or snorkeling is allowed in the manatee sanctuaries during manatee season. Boat traffic in the lagoon where the as-built dock is located is limited to idle speed. Manatees feed on hydrilla. Hydrilla is the predominant submerged plant around the project site. The as-built dock has no significant adverse impact on hydrilla in the area. Even if the as-built dock had an adverse impact on hydrilla, the as-built dock will not significantly reduce the amount of hydrilla available for manatee feeding. Hydrilla is an exotic plant that crowds out native plants. Hydrilla is harvested or treated with herbicides by Citrus County to try to control the growth of hydrilla. Citrus County attempted to control the growth of hydrilla by harvesting or treating approximately 666 acres of hydrilla in 1992 and approximately 580 acres in 1993. Other Potential Impacts The as-built dock will not cause any other adverse impacts to the public interest. The as-built dock does not adversely affect the property of others living on the lagoon and does not prevent reasonable access to any other property on the lagoon. The as-built dock does not adversely affect public safety. The dock is highly visible and is lighted at night. The project is located in an area in which boat traffic is limited to idle speed. The as-built dock does not adversely affect the conservation of fish and wildlife species, including threatened or endangered species, or the habitats of such fish and wildlife species. Aquatic habitat around the as-built dock is functioning normally. Shoreline vegetation is relatively natural and includes sawgrass, arrowhead, cedars, and red bay trees. The mitigation area has been correctly initiated and is now tending toward success as plantings mature. Use of the as- built dock avoids damage to shoreline and submerged vegetation that otherwise may occur if a boat were brought to shore in the absence of the dock. Various species of fish use the area, but the primary species is mullet. The retaining wall will benefit fish and wildlife habitat by preventing fertilizer and other yard chemicals from draining directly into the lagoon and causing water quality problems. Fish and wildlife habitat is further protected from adverse impacts by permit conditions. Permit conditions prohibit live-aboard boats, fueling facilities, and fish cleaning facilities at the dock. Cumulative Impacts The as-built dock and similar facilities in the area will not have a cumulative adverse impact on fish and wildlife habitat, endangered species, or navigation. Hubbard conveyed a conservation easement to the Department covering the remaining 400 feet of her shoreline. No future permitted or permit exempt docks can be built on Hubbard's shoreline. Remaining wetlands on-site will be preserved in perpetuity. Few docks and seawalls can be constructed in the area in the future. Substantially all of the residential lots in the area along the lagoon have: already been built out; already have water dependent facilities such as docks and slips; and already are sea-walled or rip-rapped. The state's land acquisition program (the "P-2000 Program") is seeking to acquire major tracts along the Crystal River in nearby areas. Those acquisitions will prevent similar future development in areas farther from the as-built dock. Benefits To The Public Interest The as-built dock has resulted in benefits to the public interest including the conservation easement over 400 feet of shoreline and wetlands. The conservation easement will benefit the public interest by permanently preserving fish and wildlife habitat. The as-built dock helps prevent prop dredging that may otherwise occur if a boat were kept on the shoreline in the absence of a dock. The retaining wall will reduce fertilizer and yard chemical runoff into the lagoon. Consent Of Use Background The Department notified Hubbard on September 2, 1994, that the as-built dock and retaining wall are located on sovereign submerged lands. Hubbard applied for an after-the-fact consent of use pursuant to Florida Administrative Code Chapter 18-21. On September 20, 1994, the Department issued an after- the- fact consent of use on Project No. 091923403 to allow Hubbard to maintain and use the dock on sovereign submerged land. Review Of The Dock The as-built dock was reviewed by Mr. Todd A. Vandeberg, Planning Manager for the Department's Southwest District, Mr. Henry Michaels, and Mr. Matt Clements in accordance with Rule 18- 21 and the Department's guidelines and policies for issuing consents of use for single family docks. See, Submerged Lands Environmental Resources Program Operations and Manual, Volume III (the "Operations Manual"). Mr. Michaels and Mr. Clements performed an on-site compliance check with respect to the as- built dock in accordance with Rule 18- 21 and the Operations Manual. The as-built dock is not contrary to the public interest. The dock preempts less than 1,000 square feet of sovereign land for each 100 linear feet of shoreline owned by Hubbard. The dock meets the 25 foot setback requirements of the Board. The dock extends only to a depth of three feet rather than the four foot depth allowed. The dock extends across only 19 percent of the width of the lagoon. Intent And Purpose Of The Board The as-built dock insures maximum benefit and use of sovereign submerged lands for all citizens of Florida. The dock does not prevent the continued enjoyment of traditional uses of the lagoon by the public including navigation, fishing, and swimming. The as-built dock extends into the lagoon only as far as necessary. 2/ The as-built dock does not constitute a navigational hazard. The as-built dock provides maximum protection for the management and use of sovereign submerged lands including public recreation and fish and wildlife propagation and management. Hubbard provided a conservation easement along the majority of her shoreline. The easement is being well maintained. Issuance of the consent of use was coordinated with the Department's regulatory staff. The as-built dock minimized or eliminated the cutting, removal, and destruction of wetland vegetation. The as-built dock will not adversely impact manatees or their habitat. The as-built dock aids in the implementation of the State Lands Management Plan. It is consistent with the state's overall management plan for the management of all sovereign lands. The as-built dock is consistent with the Board's specific standards and criteria for siting docking facilities. 3/ The consent of use contains terms, conditions, and restrictions sufficient to protect and manage sovereign lands. The consent of use contains general conditions established by the Department pursuant to Chapter 253, Florida Statutes, 4/ and Rule 18-21. The as-built dock is a water dependent facility. It is not enclosed or climatized for human habitation. The primary purpose of the dock is to moor a vessel. Secondary uses include fishing and recreational activities such as swimming and sun bathing. 5/ The primary purpose and secondary uses for the as-built dock are consistent with the Board's stated goal that all sovereign lands are single use lands which should be managed for traditional recreational uses such as fishing, boating, and swimming. The dock provides ingress and egress to the lagoon and provides a safe place to moor a boat. No significant adverse impacts will result from Hubbard's use of sovereign lands and associated resources, including fish and wildlife habitat and endangered and threatened species. A conservation easement along a majority of the Hubbard shoreline protects existing resources beyond the area of the dock. The as-built dock was designed and constructed to minimize or eliminate cutting, removal, and destruction of wetland vegetation. 6/ No dredging of sovereign lands was required to construct the as-built dock. The as-built dock protects the riparian rights of adjacent property owners. The as-built dock meets applicable setback requirements.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department enter a Final Order granting Hubbard's application for a permit and consent of use, approving the consent order entered into between the Department and Hubbard, and denying Petitioner's request for attorney fees. RECOMMENDED this 31st day of May, 1995, in Tallahassee, Florida. DANIEL MANRY Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 31st day of May, 1995.
The Issue The issues for determination are whether the dock modification approved by the Department of Environmental Protection (DEP), Permit No. 41-01935093-001, adversely affects the public health, safety, or welfare or property of others and navigation. § 373.414(1)(a) 1. and 3., Fla. Stat.
Findings Of Fact The Parties The Bridge Tender Inn (Inn) is a restaurant and a Green Bay Packer bar located at 135 Bridge Street, Bradenton, Florida. Dr. Fred Bartizal is a medical doctor and the president of the Bridge Tender Inn, Inc. and the owner of the Inn. Petitioners are adjacent landowners who object to the proposed permit issued to Brown. The general public uses the Inn’s two existing docks. (The southernmost dock is adjacent to the Brown dock that is the subject of this proceeding.) Petitioners are in the process of obtaining a submerged land lease (from DEP) for the southern dock. Petitioners are substantially affected persons. DEP has the statutory authority to issue Environmental Resource Permits (ERP) for the construction of docks such as the modification proposed by Brown. Respondent, Harry K. Brown (Brown), owns the property at Section 4, Township 35 South, Range 16 East, Manatee County Florida.1 The property is located in and on Anna Maria Sound off of Bay Drive South, between Third and Fourth Streets South, in Bradenton Beach, Florida. Brown owns the property upland to the proposed dock extension. See Endnote 1. The existing dock, as proposed for modification, is located in Sarasota Bay, a Class II Outstanding Florida Water. See Fla. Admin. Code R. 62-302.400(12)(b)41. The Gulf of Mexico is west of Anna Maria Sound and Sarasota Bay. Brown’s Original Application for Permit Authorization to Construct a Dock In 1994, Brown filed an application with the Army Corps of Engineers (Corps) for a permit “to perform work in and affecting navigable waters of the United States.” On December 19, 1994, the Corps authorized Brown “to construct a T-shaped dock with four boat slips (one covered) in Anna Maria Sound” at the above-described property, in accordance with the “drawings and conditions which are incorporated in, and made a part of, the permit.” There are two drawings attached to the Corps permit. Joint Exhibit 4. The first shows the proposed Brown T-shaped dock with four identified boat slips, two on the south and two on the north sides of the portion of the dock running perpendicular to the shore. The approach to the “T” portion of the proposed dock extended 120 feet waterward (to the east.) The described “T” end of the dock measured 10’x60’. The proposed covered slip was adjacent to the northern portion of the “T,” with a boat slip adjacent to the west. (There are also two mooring pilings shown on the north side that indicate the boundaries of the covered and uncovered boat slips.) Joint Exhibit 4. This drawing also shows part of the existing and adjacent boat dock to the north of the Brown dock that runs perpendicular to the shoreline and has a T-shape at the end, running in a north and south direction. The drawing indicates that the southeastern portion of the dock to the north is “20’” from the mooring piling that forms the western boundary for the covered boat slip. Based on the “20’” designation, it appears that the second mooring piling to the west is also shown approximately 20 feet from the southeastern portion of the other boat dock. (Part of the explanation portion of this drawing was not copied.) Another, hand-drawn drawing (identified as “Exhibit 1 D,” dated April 25, 1995, prepared by Florida Permitting, Inc., and stating “REVISED APPLICATION”) shows the location of the two docks. The distance between the southeastern corner of the northern boat dock (the Bartizal dock) and the eastern mooring piling (on the north side of the Brown dock and the western boundary for the covered boat slip (slip 1)) is shown as approximately “40’.” There is no measurement shown for the distance between the southeastern corner of the Bartizal boat dock and the western mooring piling for slip 2 on the north side of the Brown dock. The distance appears to be less than 40 feet but more than 35 feet from the southeast corner of the Bartizal “T” shaped dock. On September 14, 1994, Brown also filed an application with DEP to construct a dock with four slips. (Fred Bartizal and Barbara Lohn are listed as adjacent property owners.) The Brown project was “revised to ensure adequate water depths and minimal impacts, and to maintain reasonable access to both the proposed dock and the existing dock to the north” as reflected in three drawings (Sheets A-C-dated April 25, 1995, and prepared by Florida Permitting, Inc.) that are a part of the application. Joint Exhibit 5. (Sheet C is the same as “Exhibit 1 D,” described in Finding of Fact 7. See also DEP Exhibit 7, Sheet A.) The three sheets are similar and provide the same locations for the proposed Brown and built Bartizal docks, including the “40’” measurement. Also, as revised, the approach to the Brown dock “T” is shown to be 130 feet long and the “T-end” of the dock is reduced by 12 feet, for a total length of 48 feet, and the width reduced from 10 to 8 feet, or 48’x 8’. On August 8, 1995, DEP issued Permit No. 412576623 authorizing the construction of a four slip private docking facility consisting of 904 square feet, with a conservation easement granted to DEP. Brown was required to submit “as- built” drawings to DEP within 30 days of completion of the authorized work. “Record drawings shall include the controlling elevations of all permitted structures, including final elevations as shown in the permit drawing(s)” in the “Plan View” “Sheet A,” which shows the “40’” measurement. Based on the weight of the evidence, “Sheet A” depicts the 1995 DEP approved location of the Brown dock. See DEP Exhibit 7, stamped approved by DEP, August 8, 1995, and Joint Exhibit 5, Sheet A. 2 It appears that the original Brown dock, as revised and approved by DEP Permit No. 412576623 in 1995, was actually constructed such that there is 33.4 feet between the northwestern corner of the Brown “T” portion facing north, and the southern portion of the adjacent Bartizal dock, rather than approximately 43 feet. Compare Joint Exhibits 1, 20, and 23 and Petitioners’ Exhibit J with Joint Exhibit 5, Sheet A and DEP Exhibit 7, which are the same document. See Finding of Fact 24. The mooring piling on the west side of slip 1, as depicted on DEP Exhibit 7, was constructed approximately 27 to 30 feet from the southeastern corner of the Bartizal dock (not approximately 40 feet as shown on DEP Exhibit 7) and the second mooring piling to the west was approximately 25 to 28 feet from the southeastern corner of the Bartizal dock. These are rough approximations. The ultimate finding is that the two western mooring pilings on the north side of the Brown dock and the main walkway of the Brown dock were originally constructed closer to the Bartizal dock than authorized by DEP in 1995.3 The 2002 Application Requesting Approval for Modification of the Existing Dock On or about January 3, 2002, Sherri Neff, Environmental Specialist with Florida Permitting, Inc., and Melvin Rector, president of Florida Permitting, Inc., on behalf of Brown, filed an application with DEP requesting approval of an Environmental Resource Permit for a modification of the dock previously authorized pursuant to Permit No. 412576623. Bartizal and Gregory Ellis Watkins are listed as adjoining property owners. The dock modification requested the replacement and extension of an existing structure to accommodate the dockage of 11 boats. DEP Exhibit 1. The “Project Narrative” included with this application stated in part: The egress to the proposed recreational pier currently falls along the 187' shoreline located along Bay Drive South. Access to the structure is provided by an easement from the City of Bradenton Beach. If permitted, the egress associated with the modified structure will remain at the current length of 121' beyond the jurisdiction line. The northern extension of the existing T-shaped structure, currently measured at 9.9' by 21.5', will be eliminated, and the southern extension will be reduced in width to six foot with a 28' length. In addition, an L-shaped extension is proposed to extend beyond the existing pier linearly approximately 27' into Sarasota Bay while maintaining four-foot width. A 43' by two-foot perpendicular arm would extend north at the terminus of this structure. Eleven mooring slips of specified size (Table l) are proposed in areas of suitable water depth around the structure. The modified pier would encompass an estimated 846 square feet, a reduction of 58 square feet, in relation to the originally permitted 904 square foot structure (the existing structure measures approximately 965 square feet). The application included, among other documents, a plan view of the dock modification and a cross section; a summary of structures over wetlands and other surface waters; an aerial of the area; a photograph of the existing Brown T-shaped dock and the two mooring pilings and part of the Bartizal dock to the north, including the two mooring pilings on the south side of the Bartizal dock, see also DEP Exhibit 8 and Joint Exhibit 20; water depth data; and a document showing the proposed structure and the location of the local channel. See also DEP Exhibits 2 and 4. In part, Brown granted DEP a perpetual conservation easement for 0.12 (submerged) acres as shown on an attached survey which is a rectangular area south of the Brown dock, running parallel to the shoreline and Bay Drive South. See Joint Exhibit 3, diagram identified as P 16 and DEP Exhibit 6. This diagram also shows what purports to be the pre-existing Brown T-shaped dock, the portion on the south side that is to be removed, and the location of the proposed addition, with the main portion of the dock extending east of the existing “T” and to the north. The location of the 11 boat slips is shown with the mooring pilings. Bartizal’s dock is not shown on this diagram, although it is shown on an aerial of the area dated March 1, 2002, DEP Exhibit 3. DEP employee George Molinaro reviewed the Brown modification and recommended approval. He no longer works for DEP and did not testify. On June 2, 2002, DEP issued Environmental Resource Permit, DEP Project No.: 41-01935093-001 for the construction of a 846 square foot multi-slip docking facility that would accommodate the mooring of 11 vessels. The approved dock configuration was: “a 4 ft. x 121 ft. access walkway (484 sq. ft.), a 28 ft. x 6 ft. southern extension (168 sq. ft.), a 4 ft. x 27 ft. extension (108 sq. ft.) and the 2 ft. x 43 ft. northern finger pier (86 sq. ft.).” The Challenge to the Modification An Amended Petition was filed on behalf of Petitioners. See Finding of Fact 1. The southern Bartizal dock extends out from the upland property, and is north of the Brown dock. The Bartizal dock is a four-foot wide dock that extends east into the water approximately 95 feet. There is a “T” extension at the easterly portion of the dock that extends to the north and south. There are two mooring piles that are west of the southern portion of the “T” extension. See Joint Exhibits 1 and 23; DEP Exhibit 8; and Petitioners’ Exhibit J. Boaters have moored their boats at the southern Bartizal dock, which has two southern slips for purposes of docking. In this manner, these patrons can access the Inn. Bartizal contends that boaters will be reluctant to use these slips because they are too close to the Brown mooring pilings as built. Prior to the completion of the Brown modification requested in 2002, i.e., when the Brown dock had a “T” portion, depending on the tidal currents, Bartizal and others would travel south, hugging the eastern portion of the Brown “T” following an unmarked portion of the waterway. In this manner, he and other boaters could access the inter-coastal waterway leading to the Gulf of Mexico. See Joint Exhibit 2. Now, Bartizal contends that he and an uncertain number of others are unable to travel in this manner because of the eastward extension of the Brown dock and mooring pilings and the depth of the water in this location. Id. Resolution of the Controversy One issue to be resolved is the distance between the Bartizal dock and the westerly mooring pilings north of the Brown dock and whether the placement of the Brown mooring pilings (and boats using these slips) interferes with and is potentially hazardous to boats that enter and exit from the southern portion of the Bartizal dock and boats moored at the Brown dock. See Endnote 3. The other issue to be resolved is whether the modification and extension of the Brown dock adversely affects navigation. There is no “as built” survey of the originally permitted and constructed Brown dock. However, there is a “sketch”4 drawn by Jeffrey L. Hostetler, P.S.M. (Joint Exhibit 1) and an “as built” survey by Leo Mills, P.S.M. dated October 16, 2003, (Joint Exhibit 23),5 which indicate that the distance from the southern portion of the Bartizal dock to the northwestern corner of the old “T” portion of the Brown dock was 33.4 feet. See also Joint Exhibit 13 and Petitioners’ Exhibit J. Based on all of the available information of record, it appears that the western-most mooring piling of the previously constructed Brown dock was approximately 25 to 28 feet from the southern portion of the Bartizal “T” dock. The two originally constructed mooring pilings to the north of the Brown dock were constructed closer to the Bartizal dock than originally permitted in 1995. See Finding of Fact 11. Based on a later, February 16, 2004, “as-built” survey by Leo Mills, Jr., P.S.M., Petitioners’ Exhibit J, it appears that the two western-most mooring piles that extend northerly from the now-constructed Brown dock are 26.6 feet (west side of slip 3 (DEP Exhibit 6)) and 27.1 feet (west side of slip 4, id.) from the southeastern corner of the Bartizal “T” dock, which appears to be in close proximity to the two mooring pilings previously constructed. See also Findings of Fact 11 and 24. But, as noted herein, they are not located 40 feet from the Bartizal dock. See DEP Exhibit 7. The water between the Bartizal dock and the Brown dock is very shallow. Bartizal stated that he could probably wade out to his southern dock at mean low tide. (Bartizal owns another dock to the north that also provides boat slips for access to the Inn.) Bartizal testified that the previous configuration of the mooring pilings on the north side of the Brown dock allowed easier ingress to and egress from the south side of his dock. However, Bartizal further stated that the two western mooring pilings that now exist on the north side of the Brown dock have a greater impact on ingress and egress than the prior pilings. Bartizal believes that the two western-most mooring pilings are not in the same location as previously constructed, although he is not sure. The two as-built Brown slips (3 and 4) measure 21 feet in length to the north and nine feet in width. According to the document (Joint Exhibit 3, P 16 and DEP Exhibit 6) that is stamped approved by DEP, slip 3 was approved to measure 18’x 8’ and slip 4 was approved to measure 21’x 8’, which means that the slip 3 western mooring pile is off by three feet. Also, the actual width of all of the northern slips (slips three through seven) is greater than what was approved. Compare Joint Exhibit 3, P 16 and DEP Exhibit 6 with Joint Exhibit 13 and Petitioners’ Exhibit J. (DEP Exhibit 6 shows the DEP-approved distances between the pilings next to the Brown dock. It appears that the distance between the out pilings is the same.) The two Bartizal slips facing the Brown dock are 22.4 feet in length by 12 feet. The southeastern corner of the Bartizal “T” dock is 51.6 feet from the northwestern corner of the Brown extended and constructed “L” shaped finger-dock. The two western-most Brown mooring pilings concern Bartizal. See Petitioners’ Exhibit J. There are two videotapes of record that show boats entering, docking, and exiting from the slips at the Bartizal dock, on the south side facing the Brown dock. There are also photographs of the Brown-Bartizal docks. Boat captains, navigating the area in and around the Brown-Bartizal docks, described their adventures in docking their boats. For the purpose of a video, Captain Claire operated a 21.6-foot Wellcraft center console sport fishing boat with a 2.5-foot draft and an 8-foot wide beam and an outboard motor. During the docking procedure at the Brown/Bartizal docks, at times, Captain Claire trimmed his motor to avoid contacting the bottom with the propeller and lower portion of the engine. Coming from the north, he pulled the boat in between the Brown and Bartizal docks, backing the boat into the Bartizal boat slip, which is closest to the Brown western-most mooring piling. According to Captain Claire, he “had very little problem backing into that slip” which is 12 feet wide and 22.4 feet deep. If he had a choice, Captain Claire would not dock a 21-foot boat in this area. Smaller vessels with shallow drafts are more suitable for this location given the tidal influences and the shallow water depth. Captain Claire was able to dock his boat at the same Bartizal boat slip by going forward into the slip. Captain Claire stated the distance of 26.6 feet between the Brown western-most mooring piling and the southeast portion of the Bartizal dock was “[v]ery typical.” (The two western-most Brown boat slips were empty when Captain Claire docked his boat, although there was a boat in the third slip that extended past the mooring piling which did not impact his ability to dock his boat in the Bartizal slip.) Captain Claire also stated he would not proceed south of the Brown dock in a large vessel unless the tide “was extremely high.” Darrell Konecy holds a U.S. Coast Guard license for an uninspected passenger vessel. He operates a parasailing operation and keeps his boat moored off of Bartizal’s northern dock. His boat is 28 feet in length and roughly a 9.5-foot beam and a 3.5-foot draw, at the “lowest part of the scag.” For the video, he had difficulty maneuvering his boat into Bartizal’s boat slips and between the Bartizal and Brown pilings. With difficulty, he was successful when he backed in. The two western-most Brown dock slips were not occupied at this time. Prior to the Brown extension, leaving the Bartizal dock area to the north, Captain Konecy would travel to the east of the Brown dock mooring pilings, then south out to Longboat Pass. Now, he states that he cannot travel east of the new pilings because the water is too shallow. Captain Konecy does not navigate his boat south of the Brown dock during low tide. Mike Greig holds a U.S. Coast Guard, “six pack license.” He has been boating in the waters around the Inn for approximately 20 years. He runs a 24-foot Robin, center console boat. He had difficulty docking his boat at the Bartizal dock in light of the Brown dock and mooring pilings. Prior to the modification, he did not use the south side of Bartizal’s dock. Prior to the construction of the modified Brown dock, Captain Greig was able to pass “pretty close” to the east of the Brown dock and travel south. He stated that there is a southern unmarked channel that runs from Longboat Pass up past the Brown dock. He agreed that an unmarked channel such as this is highly dependent on the tides and that the area would not be accessible to some boats at mean-low tide if the water were a very low spring tide. (He said most boats in the area are “small runabouts” which can get through the area.) He agreed that he could navigate his boat east of the existing Brown dock mooring pilings and through 4.5 feet of water as depicted on DEP Exhibit 4. He did not believe a boat that draws more than 3.5 feet could skirt east of the Brown pilings. Captain Greig also agreed that a boat with a 3.5-foot draw would have difficulty in waters as shallow as Sarasota Bay outside of the marked channel. Based on the weight of the evidence, including but not limited to consideration of the tidal variations in and around the docks, the varying sizes of the boats that may enter and exit from the Bartizal/Brown docks, the size of the slips for both docks, and the varying skill of the boat captains, the two as-built western-most mooring pilings on the north side of the Brown dock (slips 3 and 4, see DEP Exhibit 6) are potentially hazardous to incoming boats attempting to dock at the Bartizal dock on the south side and potentially hazardous to boats docked in slips three and four of the Brown dock. These mooring pilings should be removed. See Endnote 3. The next issue is whether the extension of the Brown dock to the east, including the “L” shaped extension to the north and the mooring pilings to the east, adversely affects navigation. The local channel begins just south of the Brown dock and travels in a north, northeast direction. DEP Exhibits 2 and 4; Joint Exhibits 7 and 15. Most of Bartizal’s customers utilize the northern channel to access his docks and Inn. The water depths south of the Brown dock are shallower than north of the Brown dock. The weight of the evidence indicates that there is no defined channel that extends any further than approximately 20 feet south of the Brown dock. Bartizal and others have traveled east and close to the old Brown “T” dock and then south of the Brown dock prior to the construction of the “L” extension. (The largest boat used by Bartizal to travel to the south of the Brown dock prior to the extension was 28 feet.) In this manner, they were able to access Longboat Pass via a shorter route. Boaters from the south could access the Inn without going around and entering the Bartizal docks from the north. Depending on the size of the boat and draft and the tide, it would not have been prudent to proceed south of the Brown dock without having first-hand knowledge of the water depths even prior to the extension. With the construction of the eastern extension of the Brown dock, when the tide makes passage possible, the depth of the water is sufficient east of the new Brown dock mooring pilings, i.e., east of the new northern “L” shaped finger-dock, to permit passage to the south, depending on the size of the boat and draft. Boaters to the south of the Brown dock can still proceed in a southeasterly direction through the Sound and out through Longboat Pass, subject to the caveat noted above. Joint Exhibit 2. Larger boats leaving the Bartizal docks can proceed north, east, and then south to access Longboat Pass. Joint Exhibit 2. While it may be inconvenient to proceed in this fashion, the eastward extension of the Brown pilings and the “L” shaped finger dock do not adversely affect navigation.
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 adopting this Recommended Order and ordering Respondents, Harry Brown and David Teitelbaum, to remove the two western-most mooring pilings on the north side of their dock which border slips three and four. See DEP Exhibit 6 and Petitioners’ Exhibit J. DONE AND ENTERED this 27th day of May, 2004, 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 27th day of May, 2004.
Findings Of Fact Parties Mr. Boynton has applied for a dredge and fill permit to construct a dock to allow him access to an island which he owns in Lake Iamonia in Leon County, Florida. Petitioners Wilkinson, Frye, Gary, Pennington, Dunlap and Buford 1/ are riparian landowners who use the waters of Lake Iamonia for recreation, fishing and duck hunting. The Respondent Department of Environmental Regulation is the state agency charged with the responsibility of enforcing the state statutes and rules regulating water quality and dredging and filling in the waters of the State of Florida. Nature of Project According to his application (as amended at the final hearing) Mr. Boynton requests a dredge and fill permit to construct a boat dock which will be 150 feet long and 10 feet wide. It will be strong enough to support a motor vehicle. Mr. Boynton owns a parcel of land on the west shore of Lake Iamonia just north of what is known as the North Meridian Road Bridge. He also owns Island #33, known locally as Live Oak Island, which is 300 feet east of the mainland. Between the mainland and the island is a neck of the lake which is a shallow slough. As proposed the dock will extend from the west side of the island toward Mr. Boynton's mainland parcel at approximately the narrowest portion of the slough. The dock will be constructed of creosoted pilings and planks. The pilings are to be sunk into the lake bottom by jetting to a depth of 10 to 12 feet. Mr. Boynton plans to construct a hunting cabin on his island. The purpose of the dock is to allow him to transport supplies to the cabin from the mainland by means of a small boat. In order to supply electric power to the planned cabin Mr. Boynton also applied for a permit to construct a subaqueous cable crossing between the mainland and the island. No objection to the cable crossing has been raised by Petitioners. In 1981 Mr. Boynton filed an application with both the Department of Environmental Regulation and the Department of Natural Resources for permits to construct a 300 foot long bridge from the mainland to his island in the same location as the proposed dock. The bridge application generated considerable opposition from adjacent landowners on the lake and as a result, Mr. Boynton stayed his application. In November 1981 he wrote a letter to the Department of Natural Resources which stated: November 2, 1981 Ted Forsgren Department of Natural Resources Tallahassee, Florida 32303 RE: Case #81-1910 Dear Ted: Please do not submit a report to the Cabinet for the bridge permit I had requested. I would prefer there be no position stated either pro or con about this project. Sincerely, /s/ Ben C Boynton Mr. Boynton later stated in a letter dated April 8, 1982 to Mr. William Williams at the Department of Natural Resources that: I have stopped the bridge application. This is not to be construed as a withdrawal of the application. I plan to resume the re- quest at a later date. I have earlier sent a letter to Mr. Ted Forestgren, permitting, DNR, stating the same. Should there be any other information requested, please let me know. Much of the opposition from Petitioners to the proposed dock application is founded in a fear that the dock is just a first step in later constructing a bridge. This fear is reasonable. The proposed dock is precisely half of the original proposed bridge. At the final hearing Mr. Boynton was unable to provide a reasonable explanation of why he needs such a large dock to service a simple hunting cabin. Water Quality and Wildlife Impact The impact of the proposed dock on water quality in Lake Iamonia is insignificant. Lake Iamonia is a Class III water of the State of Florida. The proposed placement of pilings in the lake bottom will cause some turbidity for a short duration. This turbidity can be adequately controlled by the use of turbidity curtains at the time of construction. Petitioners have raised no objection in their Petition for Formal Hearing to the dock on the basis of water quality and it did not became an issue at the final hearing. Some impact by the dock on wild ducks was alleged by Petitioners. Lake Iamonia is a wintering area for certain migratory waterfowl most notably, the ringneck duck. Most of the Petitioners are hunters who are concerned about preserving their recreational interest in killing the ringnecks. As with water quality, the impact of the dock on waterfowl will be de minimis. Ducks are wary of any new man-made structure and a dock of the size proposed here is certain to be noticed by them. They will initially be "blind shy" of the dock, but will readily adapt to its presence. Were there to be constant human activity on the dock, it would have a noticeable effect on the ducks' flight paths. The occasional off-loading of supplies for a hunting cabin will frighten few, if any ducks. There are other structures, such as the residences of other riparian owners, and docks along the lake shore which have not frightened the ducks away. The fearless ringnecks even tolerate being shot at, yet return to the lake annually. At the final hearing Petitioners recognized the de minimis impact of the proposed dock on wildlife and water quality. Their concern is that the dock is the first step toward constructing a bridge and that the permitting of such a bridge will unleash an avalanche of additional permit applications for the development of the numerous islands in Lake Iamonia. With respect to Lake Iamonia no evidence was presented at the final hearing of a significant number of dock permit applications or of any bridge applications before the Department of Environmental Regulation. If enough structures were permitted by the Department to begin serious consideration of cumulative impact on the lake, the precedent of having permitted the first few docks would not be binding upon the Department because the facts on which the first permits were based would be different from those facts before the Department on consideration of the later applications. Navigation The slough between the mainland and Live Oak island is navigable by only small craft such as johnboats and canoes. There is a "channel" which runs north-south through the slough at a depth of several feet. Even though the proposed dock projects halfway to the mainland it will not block the channel. DNR Consent The submerged land over which the proposed dock will be constructed belongs to the State of Florida. Mr. Boynton has requested permission from the Department of Natural Resources (DNR) to use the land. Permission for the construction of a dock longer than 100 feet long was conditionally granted by DNR in a letter dated June 4, 1982 which said in part: We recognize that the lake is very shallow in the proposed dock location and the length was designed to avoid dredging. However, we can not recommend approval of a 200 foot long dock across this 300 foot wide area of the lake. We would have no objections to a 100 foot long dock. Additionally, should you ob- tain written statements of no objection from the adjacent landowners currently living on Lake Iamonia for a 150 foot long dock, we would then have no objections to a dock of that length. Our approval of a docking facility does not in any way indicate a favorable Position to- wards your previous bridge easement request which you have withdrawn. The use of state owned lands to construct a bridge would be in conflict with current rules and policies. Our intent in approving the docking facility is to allow you to have reasonable ingress and egress to your island. Consider this the authority sought under Section 253.77, Florida Statutes, to pursue this project upon our receipt of the revised drawings indicating a reduced length of 100 feet or the no objection statements for a re- vised length of 150 feet. This letter in no way waives the authority and/or jurisdiction of any governmental entity nor does this letter disclaim any title in- terest that the State may have in this project site. Sincerely, /s/ Henry Dean Interim Director Division of State Lands (Emphasis added)
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED: That the Department of Environmental Regulation enter a Final Order issuing a permit to Ben C. Boynton for the construction of a 150 foot by 10 foot dock and subaqueous cable crossing in Lake Iamonia as requested in his permit application, subject however, to obtaining a letter from the Department of Natural Resources indicating that Mr. Boynton has satisfied the terms outlined in the letter dated June 4, 1982 granting consent to use state owned submerged lands. DONE and RECOMMENDED this 15th day of December, 1982, in Tallahassee, Florida. MICHAEL P. DODSON 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 15th day of December, 1982.
