Findings Of Fact Petitioner John E. Potts applied for a dredge and fill permit pursuant to Chapter 403, Florida Statutes, and Chapter 17-4, Florida Administrative Code. The application calls for an excavated boat slip approximately 32 feet long by 32 feet wide by 7 feet deep. The slip is to be excavated perpendicularly to the Holiday Isle Canal, which is adjacent to and connected with East Pass Lagoon in Destin, Florida. The specific site of the project is Lot 1, Block E, Norriego Road, Holiday Isle, Destin, Florida. Petitioner John H. Savell applied for a dredge and fill permit pursuant to the above authority. His application calls for an excavated boat slip approximately 32 feet long by 44 feet wide by 6 feet deep. This boat slip 15 to be excavated perpendicularly to the Holiday Isle Canal, adjacent to East Pass Lagoon in Destin, Florida. The specific description of this project site is Lot 109, Block F, Gulf Shore Drive, Holiday Isle, Destin, Florida. The Respondent is an agency of the State of Florida having jurisdiction pursuant to Chapter 403, Florida Statutes, and Chapter 17-4, Florida Administrative Code, to require a permit for the construction of stationary installations within waters of the State of Florida. The East Pass Lagoon and the Holiday Isle canals connected with East Pass Lagoon and the two project areas constitute waters of the State over which the Department has dredge and fill permitting jurisdiction pursuant to Rules 47-4.28(2) and 17-4.02(17), Florida Administrative Code. The Petitioners both took the stand in their own behalves and testified generally regarding the dimensions of the proposed boat slips and established that the proposed boat slips would be only used for private craft for docking the same at their homes which are constructed or under construction on the above-described lots. The Petitioners described the method and the equipment to be used for the proposed excavations with particular emphasis on "turbidity curtains" which would be used across the mouths of the subject boat slips as they are being excavated in order to prevent resulting turbidity and siltation from entering waters of the State; to wit, the canal and the lagoon. Additionally, the Petitioners proposed sloping the walls of the boat slips, planting of certain grasses, and possibly even using polyfilter cloth for retention of the soil and newly planted grass on the slopes surrounding the boat slips. The drawing contained in Joint Exhibit 2, however, shows the interior of the boat slips to be vertically bulkheaded with tidal grasses only planted on the shorelines of either side of the mouths of the boat slips. Included along with bulkheads on one side of the boat slips with regard to Mr. Potts' application are two 10-inch pilings for mounting boat davits for lifting a boat out of the water. The Northwest District Office of the Department of Environmental Regulation accepted the permit applications submitted by the Petitioners, and the file and the applications were assigned to Mr. Cliff Rohlke of the District staff. Mr. Rohlke is employed as an Environmental Specialist, serving as a dredge and fill inspector. He was accepted as an expert witness in the area of water quality, with specific emphasis on dredge and fill permitting problems as they relate to water quality, as well as aquatic vegetation and its characteristics and functions in relation to water quality. Mr. Rohlke was familiar with the Holiday Isle Canal system and the adjoining and involved development. He and another Department witness, Mr. Mark Snowdon, had done previous on-site inspections and studies of the subject area. In October, 1980, Mr. Rohlke and Mr. Snowdon performed a study designed to determine water quality in the subject canals in the Holiday Isle development. Their studies in October, 1980, showed only one water quality violation in the canal system. Similar studies performed on July 21, 1981, by Mr. Rohlke and Mr. Snowdon, however, showed dissolved oxygen violations in five of the six sampling stations used to perform the study within the canals. Even the one station not shown to actually violate water quality standards in terms of dissolved oxygen had significantly lower levels of dissolved oxygen than a comparable location in the 1980 study (see Respondent's Exhibit 6). Studies were performed again on August 26, 1981, by the same two witnesses. These studies also showed dissolved oxygen standard violations in the canals. The presence of dissolved oxygen content in the water which was below standards enunciated in Chapter 17-4, Florida Administrative Code, was borne out by the presence of an algae bloom in the canal observed by Mr. Rohlke. Mr. Rohlke established that the procedures used to take the samples in the case of each study, on each date, were scientifically correct, and the samples taken were correctly obtained and preserved. The instruments used to collect and measure the samples were the best available and were properly and recently calibrated, as established by Mr. Snowdon's testimony. During the time parameters of these studies, between October, 1980, and August, 1981, many boat slips similar to those proposed in these proceedings were excavated along the banks or perimeters of the Holiday Isle canals in the Holiday Isle development. The increased number of boat slips was shown to directly relate to the decreasing water quality, as measured by the decreasing dissolved oxygen content in the canal water. Boat slips dredged and excavated at a 90 degree angle to the water body itself tend to impede the normal flushing activity of the tides and other water movement. The decreasing, or poor, water quality in the canals, established to be a fact by this witness, was thereby aggravated by the increasing number of boat slips excavated during the years in question. Boat slips, especially those constructed 90 degrees to the water body to which they adjoin, tend to catch and hold surface debris, including oil slicks, which either falls into the boat slips or is moved into them by wind or water currents. The tendency to hold all types of surface debris tends to contribute to poor water quality in the boat slips, as well as in the adjacent canals. Mr. Rohlke established that the construction of the boat slips would have a short-term additional detrimental effect of increasing turbidity or siltation in the canals, although the Petitioners' proposal to construct turbidity curtains across the mouths of the boat slips while they are being excavated would eliminate to a large extent this threat to water quality. An ever-increasing amount of aquatic vegetation occurring on or near the banks of the canal system has been removed or otherwise destroyed during the years in which witness Rohlke has observed and studied the water quality in the canal, with a concomitant, cumulative degrading effect on water quality in the canal system. No such aquatic vegetation remains at the vicinity of Petitioner Potts' proposed boat slip. Construction of Petitioner Savell's boat slip will eliminate an additional area of aquatic vegetation which currently is in place and is currently contributing to the maintenance of water quality by filtering, assimilating, transforming and rendering harmless nutrients and other pollutants. The construction of these and the previous boat slips was shown to definitely eliminate shallow water habitat essential to a variety of benthic algae and other organisms and microscopic organisms which constitute crucial initial links in the aquatic "food chain" of the involved waters of the State and which are important to the survival and reproduction of multiple forms of marine life including commercially and recreationally important fish species. Although the Petitioners propose to plant grass on the sides on the boat slips and to slope the banks of the boat slips instead of constructing them in a perpendicular fashion, the proposed grassed and angled sides were not shown to be effective in stabilizing the slopes of the boat slips in order to prevent additional turbidity and degradation of water quality. Both the angle of the slopes and other factors, such as boat wakes or other sources of wave action, will tend to cause the newly planted grass and soils to slough off into the boat slips and thus into State waters, even if extraordinary methods of retention such as porous polyfilter cloth is used on the slopes. The several studies of water quality in the canal systems since October, 1980, clearly establish that a cumulative impact in the direction of continuing further degradation of water quality in the canal system and in the lagoon has resulted from the proliferation of excavated boat slips in the Holiday Isle Canal. The construction of any additional such boat slips will further accelerate the decline in water quality caused in part by previously constructed installations of this type. These permits and the resulting boat slips were not shown to be required in order for the Petitioners to have mooring spaces for their boats on their property. The Petitioners are entitled to construct a private dock of up to 500 square feet without a Department permit and further Witness Potts, at least, even though he proposes to build a boat slip, apparently intends to construct davits within the boat slip "for lifting his boat out of the water after it is parked there. It was not shown by either Petitioner why the use of davits for lifting the boat out of the water along and on the existing canal bank or a private dock on the front of the property, or a combination of the two, would not adequately provide mooring space and protection for their boats without the necessity for the excavation of the subject boat slips. In summary, aside from their own testimony regarding their opinion that the boat slips would not further degrade the waters in the canal or lagoon, the Petitioners presented no scientific studies, plans or test results which could establish that the proposed dredging and filling operations would not cause temporary or permanent violations of appropriate water quality standards.
Recommendation Having considered the foregoing findings of fact and conclusions of law, the evidence in the record, the candor and demeanor of the witnesses and the pleadings and arguments of the parties, it is, therefore RECOMMENDED: That the Department of Environmental Regulation enter a final order denying the requested dredge and fill permits. DONE and ENTERED this 18th day of November, 1982, in Tallahassee, Florida. P. MICHAEL RUFF, Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 18th day of November, 1982. COPIES FURNISHED: Mr. John A. Savell 950 Governor's Court Mobile, Alabama 36609 Mr. John E. Potts Four Sand Dollar Apartments Durango Road Destin, Florida 32541 E. Gary Early, Esquire Assistant General Counsel Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 Victoria Tschinkel, Secretary Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 ================================================================= AGENCY FINAL ORDER ================================================================= BEFORE THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION JOHN H. SAVELL, DOAH Case No. 81-2708 and JOHN E. POTTS, DOAH Case No. 81-2710 Petitioners, vs. OGC Case No. 82-0343 STATE OF FLORIDA, DEPARTMENT OF ENVIRONMENTAL REGULATION, Respondent. /
The Issue Whether the Florida Fish and Wildlife Conservation Commission ("FWC," "Respondent," or "Commission") properly determined that two (2) vessels owned by Jeffrey Sundwall ("Petitioner" or "Sundwall") were derelict or abandoned upon the waters of the state of Florida ("State") in violation of section 823.11, Florida Statutes (2018),1/ and, therefore, subject to the provisions of sections 823.11, 705.101(3), and 705.103, Florida Statutes.
Findings Of Fact The undersigned makes the following findings of material and relevant fact: Following the aftermath of Hurricane Irma in September 2017, law enforcement officers from FWC investigated what were categorized as "displaced vessels" found around the State that had been impacted and dislocated by the hurricane. Many had been ripped from their moorings, slips, or docks and floated away, driven by the winds and tides. Vessels displaced by Hurricane Irma included those that were either wrecked or sunken in waters of the State. Vessels that were left on the waters of the State in a wrecked or sunken state by Hurricane Irma were considered "derelict vessels" by FWC under section 823.11(1)(b). Following Hurricane Irma, derelict and displaced vessels were dealt with differently by FWC than derelict vessels would ordinarily be handled. For instance, ordinarily, derelict vessels would be left on the waters of the State while the owner was determined, located, and notified and the investigation process was completed. In the wake of Hurricane Irma, however, since there were so many derelict vessels that littered the waters of the State, particularly in South Florida and the Florida Keys, the State authorities chose to be more proactive and remove the derelict vessels from the State waters and store them for 30 days. After the hurricane in September 2017, FWC attempted to locate and notify owners that their derelict vessel had been located, removed from the waters of the State, and stored. The owner could either (1) retrieve the vessel during a 30-day window following notification, (2) waive their interests in the vessel and allow the State to destroy the vessel sooner than 30 days, or (3) do nothing. If the owner had not recovered the vessel or challenged the derelict determination after 30 days, Respondent would proceed with destruction of the derelict vessel. Ordinarily, the private owner of a derelict vessel is responsible for all costs associated with its removal and destruction. Despite this, after Hurricane Irma, the State assumed those costs. The law enforcement officers who testified at the hearing received training at the law enforcement academy to identify derelict vessels as defined by State law. Facts Relating to the Vessel, Cuki Following Hurricane Irma, FWC personnel determined that a vessel named Cuki was displaced following Hurricane Irma. It was found grounded and partially imbedded on the beach just south of Spessard Holland Beach Park in the unincorporated area of Melbourne Beach in Brevard County. The Cuki, is a 1974 Columbia 45-foot, two-masted sailboat. Depending on the level of the ocean tide, this area of the beach was rather wide and flat, and frequented by members of the public and other beachgoers.3/ An Incident Summary Report was prepared by Kelsey Grenz on November 21, 2017. The Cuki was first reported to FWC as grounded on the beach in Brevard County on September 19, 2017. Resp. Ex. 1. The facts, and reasonable inferences from the facts, indicate that when it was first reported to FWC on September 19, 2017, the Cuki was in reasonably decent condition.4/ See Pet. Exs. N and X. Respondent investigated ownership of the Cuki and identified Petitioner as the last documented owner of the Cuki.5/ Resp. Ex. 2, pp. 1-2. On November 15, 2017, Grenz and her supervisor provided written notice to Petitioner that his vessel, the Cuki (documented vessel DO564929), was wrecked and grounded off the coast of Brevard County, Florida, following Hurricane Irma. Resp. Exs. 1 and 2. The notice was hand-delivered to Petitioner by Grenz while he was in custody and incarcerated at the Monroe County Detention Center on several unrelated criminal charges.6/ Resp. Ex. 1, pp. 1-2. In addition to the written notice informing Petitioner that the Cuki had been displaced following Hurricane Irma, Grenz also provided Petitioner with a waiver document that would have allowed Petitioner to waive his interests in the Cuki, and allowed the State to remove and destroy the vessel at no cost to him. Resp. Ex. 1, p. 2. Petitioner was unwilling to sign the waiver.7/ By November 15, 2017, the vessel, although derelict and grounded on the beach in Brevard County, was still considered physically in the waters of the State. Resp. Exs. 5a and 5b. More specifically, it was below the high-tide watermark on the beach, and, at times, the normal tidal flows of the Atlantic Ocean washed up against and around it. Resp. Ex. 5. On January 16, 2018, Respondent, Law Enforcement Officer Bob Wehner, went to the location of the Cuki and recorded the vessel’s condition as he personally observed it then. In a short report, Wehner described the Cuki as follows: Vessel "CUKI" is a 1974 45’ Columbia Fiberglass sailboat that is beached on the Atlantic coast in the unincorporated area of Brevard County (N28.0454 W80.5462). The portside of the vessel is partially imbedded in the sand below the high-water tidemark on the beach. The vessel is equipped with an inboard motor, however, there is no shaft or propeller present. The vessel has no rudder, or steering wheel at the helm and no other means of steerage. The vessel is equipped with two masts. The mast at the stern of the vessel is broken at the base and suspended only by a single cable. There are no sails and the sail rigging is either missing or in disarray. The hatches at the topside of the cabin and windows on the portside have no covers leaving the interior open to the rain and wave activity. Resp. Ex. 3, p. 2. A detailed series of daylight pictures of the Cuki were taken by Wehner on January 16, 2018. The pictures generally reveal and show that the vessel: Was grounded on the beach in waters of the State. Resp. Ex. 4(a). The Cuki had cables attached to the sail that were tangled up, or in disarray. Resp. Exs. 4(a) and 4(h). Some of these cables and other riggings were supposed to be attached to the masts and were broken off. Resp. Ex. 4(d). The Cuki had seven (7) or eight (8) open hatches or doors on the top side of the vessel that were subject to wind, rain, ocean spray, and other natural elements. Resp. Exs. 4(c), 4(d), and 4(g). The Cuki was lying on its port side, pointing generally north with the bottom/keel area facing out towards the Atlantic Ocean. It was partially imbedded in the beach sand all the way up to the gunwale on the port side of the vessel. Resp. Exs. 4(d) and 4(e). Its rear mast was broken at the base, making the mast unusable. Resp. Exs. 4(f) and 4(g). It had no rudder or steering wheel to navigate the vessel when it was under power. The drive shaft and propeller were missing and were not connected to the inboard motor used to power the vessel when it was not under sail. Resp. Exs. 4(i), 4(j), and 4(k). The Cuki’s keel, necessary for stabilizing the vessel, was imbedded in the sand and was cracking and rusting where it was affixed to the hull. Resp. Exs. 4(l), 4(m), and 4(n). The vessel had no skeg to protect the rudder. Resp. Exs. 4(i) and 4(j). FWC hand-delivered a supplementary written notice to Petitioner on January 17, 2018. The notice provided Petitioner with additional details of the specific condition of the Cuki, as detailed above on January 17, 2018. Resp. Ex. 6. At present, the Cuki is still located on the beach in Brevard County, Florida. At some point in time when Respondent was prepared to remove the Cuki from the Brevard County beach as a derelict vessel, it determined that an order had been entered by the Monroe County Court for the Sixteenth Judicial Circuit of Florida. It ordered FWC, and other state entities, not to destroy, remove, alter, move, or otherwise dispose of the Cuki until certain that misdemeanor criminal charges filed against Petitioner were resolved.8/ Resp. Ex. 10. Apparently, this July 24, 2017, order was lifted when an Amended Order Granting State’s Motion to Reconsider was entered on January 8, 2018. Resp. Ex. 12. This second order specifically stated that FWC "may remove the [vessel] or the vessel may be removed by the post-Irma federal grant program." Resp. Ex. 12. It further stated that Petitioner, as the defendant in that criminal case, could "make arrangements, prior to the local, State, and/or Federal government removing the vessel, to have the vessel removed and stored on private property with the consent of the property owner." Resp. Ex. 12. Neither party did so.9/ Petitioner does not contest that the Cuki is "destroyed" or "abandoned." Sundwall also characterized the Cuki as a "carcass at this point." Rather he argues, in part, that FWC had a duty to maintain or protect the Cuki after it grounded in Brevard County. Facts Relating to the Vessel, Sea Myst Following Hurricane Irma, FWC personnel determined that another vessel, named the Sea Myst (documented vessel FL6220JX), registered to Petitioner, was displaced following Hurricane Irma. The Sea Myst is a 15-foot, fiber-glassed open motorboat. The Sea Myst was wrecked and substantially dismantled in the waters of the State in Monroe County. Resp. Ex. 8. When it was found, a visible water line stain and barnacle growth on the outside of the hull indicated that the vessel had been partially submerged or sunken in the sea water. The barnacles attached to the hull indicated to the officers that it had been submerged in sea water for an extended period of time.10/ Resp. Exs. 9(a), 9(b), 9(c), and 9(d). When it was first discovered, it appeared that approximately 75 percent of the Sea Myst vessel was underwater at the bow. Resp. Ex. 9(a). There was no outboard motor or other means of propulsion on the vessel. There was also no steering linkage with which to steer the vessel. Resp. Ex. 9(d). When it was first found, the Sea Myst was lodged alongside other derelict vessels, which were lying "stacked up" against the shore. Pet. Ex. W. To determine if a vessel is substantially dismantled, FWC commonly looks to three categories: propulsion, steerage, and hull integrity. Since the Sea Myst was missing both propulsion and steerage, it was substantially dismantled, given the conditions under which it was recovered following Hurricane Irma.11/ Post-Hurricane Irma Investigation and Collection of Derelict Vessels Following Hurricane Irma, the U.S. Coast Guard removed displaced and derelict vessels from the waters of the State that were not able to be retrieved by their owners, including the Sea Myst. Neither FWC nor the U.S. Coast Guard removed any vessels from the waters of the State following Hurricane Irma, unless they were left on the waters of the State in a wrecked or derelict condition. This included vessels that were submerged, partially submerged, beached, or grounded in a position where they could not be moved under their own power without mechanical assistance. All the vessels removed by the U.S. Coast Guard or the Commission were on waters of the State. Removal of these vessels was also necessary to prevent hazards to navigation. Following removal from the waters of the State, the Sea Myst, like other vessels, was put in a storage location that was monitored by FWC. This was to allow Sundwall, identified as the registered owner, an opportunity to receive notice of the vessel’s condition and to retrieve the vessel from the storage location, without incurring the costs of removal from the waters of the State. Resp. Ex. 8, pp. 1-2. On January 19, 2018, David Bellville hand-delivered written notice to Petitioner that his vessel, the Sea Myst, was damaged and displaced by Hurricane Irma. Resp. Ex. 7. In addition to this notice, Bellville also provided Petitioner with a waiver document that would have allowed Petitioner to waive his interests in the Sea Myst, and allowed the State to remove and destroy the vessel at no cost to him. Petitioner did not agree to sign the vessel over to the State. Petitioner testified that he is not the owner of the Sea Myst and that the Sea Myst had been bought and paid for by an un-named person and never collected. Petitioner further stated that he filed a Petition for an Administrative Hearing regarding the Sea Myst in error and that he felt the vessel should be destroyed with federal disaster/FEMA funds. Nonetheless, the more credible evidence indicates that Petitioner is still the titled owner of the Sea Myst, which is a derelict vessel.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Florida Fish and Wildlife Conservation Commission enter a final order finding Petitioner’s vessels, the Cuki and the Sea Myst, derelict vessels under section 823.11, Florida Statutes, and abandoned property pursuant to chapter 705, Florida Statutes; that Petitioner was obligated to remove his derelict vessels from the waters of the State and has not done so; that Respondent did not violate any responsibility or duty to protect, maintain, or preserve the vessels; that appropriate costs be recovered upon proper application and proof; and that Respondent may dispose of both vessels as authorized by law. DONE AND ENTERED this 25th day of July, 2018, in Tallahassee, Leon County, Florida. S ROBERT L. KILBRIDE Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 25th day of July, 2018.
Findings Of Fact Based on the stipulations and admissions of the parties, on the exhibits received in evidence, and on the testimony of the witnesses at hearing, I make the following findings of fact. Facts admitted by all parties The water quality standards contained in Rule 17-3.111, Florida Administrative Code will not be violated by this project. There are no aquatic macrophytes located in the area of the proposed project. The proposed project is located within 500 feet of the incorporated municipality of Horseshoe Beach, Florida. The proposed project is located within Class II waters of the State not approved for shellfish harvesting. The project will not adversely affect the conservation of fish and wildlife, including endangered or threatened species, or their habitats. The proposed project will be of a permanent nature. The project will not adversely affect or will not enhance significant historical or acheological resources under the provisions of Section 267.061, Florida Statutes. The rest of the findings The Applicant, Dixie County, applied for a dredge and fill permit to construct a dock which would expand the existing public dock at Horseshoe Beach. In accordance with the revised plans dated October 23, 1986, the proposed facility would consist of a pier 6 feet wide and 120 feet long designed to accommodate six boat slips, each 30 feet wide and 40 feet long. The boundaries of the boat slips will be demarcated by pilings set 10 feet apart. Four of the boat slips would be primarily for the use of commercial fishing boats and commercial shrimping boats. The other two boat slips (the two slips closest to the land) would be reserved for the exclusive use of recreational and other small vessels. By adding a catwalk 3 or 4 feet wide down the middle of the two slips reserved for recreational vessels, the usefulness of those slips to recreational vessels would be greatly enhanced and the narrowness of the resulting slips would preclude their use by large vessels. Adding the two catwalks would be a minor addition to the proposed project which would greatly enhance the usefulness of the project and at the same time avoid the possibility that large vessels in the two slips closest to the land would impede ingress and egress at the nearby boat lift, boat fueling facility, and boat ramp. Adding a reasonable number of permanent trash or garbage containers would also enhance the usefulness of the proposed project and minimize the possibility of improper disposal of trash and garbage which is generated by the normal use of a dock by fishermen and boaters. The proposed project site is located in the Gulf of Mexico at Horseshoe Beach, Florida, and would extend into the waters of the Gulf, which is a tidally influenced water body adjacent to Dixie County, Florida. The water along the shoreline of the area is shallow for a considerable distance waterward, except where basins and channels have been dredged. The Horseshoe Beach area is relatively unpolluted. The existing public dock at Horseshoe Beach is used primarily by recreational vessels, but there is also extensive commercial fishing and Shrimping boat activity in the area. The project is located at the mouth of a canal with direct access to the Gulf. Several commercial fishhouses operate from the canal bank, which generates extensive commercial boat traffic past the proposed project site. Large numbers of commercial shrimp boats presently dock along the canal that ends near the proposed project site. The proposed project requires no dredging. The only filling required by the proposed project is the placement of pilings into the bottom of the Gulf of Mexico. Even though the plans do not specify whether concrete or wooden pilings will be used, this lack of specificity in the plans is irrelevant. Regardless of what types of pilings are used on this project, the filling activity will not violate the water quality criteria contained in Rule 17- 3.051(1), Florida Administrative Code. The placement of the pilings will not adversely affect the public health, safety, and welfare. Further, the proposed project will not adversely affect any property interests of the Petitioners within the scope of Chapter 403, Florida Statutes. The Gulf bottom in the area of the proposed project has already been disturbed. The presently existing suspension of particulate material in the water column, a natural occurrence in the area of the project, results in low visibility which means that seagrass beds and other marine vegetation, which provide shelter and detrital deposits for fish and other marine resources, will not grow. Coast Guard regulations prohibit commercial fishing vessels from depositing materials into the water within three miles of the coast line. Commercial fishing vessels must prominently display a sticker reciting that regulation and it is the practice of commercial fishing vessels operating in the vicinity of Horseshoe Beach to comply with this Coast Guard no discharge requirement by cleaning nets and scrubbing decks outside the three mile limit. It is not the practice of Commercial fishing vessels to deliberately discharge diesel fuel, fish parts or other material into the water while docked. Further, the limited number of commercial fishing vessels which could dock at the proposed facility at the same time cannot reasonably be expected to create discharges in amounts creating a nuisance, posing any danger to the public health safety or welfare, or violating the water quality criteria contained in Rule 17-3.051(1), Florida Statutes. Although small amounts of diesel fuel can become mixed with bilge water and be discharged by automatic bilge pumps while commercial fishing vessels are docked, there is no evidence that this would be in amounts Sufficient to create a nuisance or violate water quality criteria. To the contrary, notwithstanding a large amount of commercial boat traffic past the proposed site and notwithstanding the fact that large numbers of shrimp boats dock up the canal from the proposed site, the water in the area of the proposed site has remained relatively unpolluted. The proposed project will not affect the normal wind and wave action in the area of the proposed project. Such wind and wave action presently results in free exchange between the waters of the open Gulf and the waters near the shore. This free exchange of waters means that any pollutant discharges in the area of the proposed project will be diluted and rapidly dispersed into the Gulf of Mexico. There will be no measurable difference in the wind and wave action, or in the water exchange, after the proposed project is built. No harmful shoaling or erosion is expected to result from construction of the proposed project. Any docking structure extending out into the Gulf of Mexico will obviously have some effect on navigation in the area of the dock, but there is no evidence that the proposed dock will present a hazard to navigation or any significant interference with customary navigation patterns. The distance between the nearest channel marker and the waterward end of the proposed project is more than 200 feet. The angle of the proposed dock and its Spatial relation to the main Horseshoe Beach turning basin cause no impediment to navigation. The placement of Coast Guard Safety lights on the dock would minimize any potential for impeding navigation or posing a danger to the public health or safety during hours of darkness.
Recommendation Based on all of the foregoing, I recommend that the Department of Environmental Regulation issue a Final Order in this case granting the permit applied for by Dixie County. It is also recommended that the permit be made subject to the following additional conditions: That one or more Coast Guard safety lights be placed on the proposed expansion to the dock; That catwalks be added down the middle of the two most landward of the proposed boat slips; and That a reasonable number of trash or garbage receptacles be permanently located on the proposed expansion to the dock to minimize the possibility of trash and garbage being thrown overboard. DONE AND ENTERED this 30th day of October, 1987, at Tallahassee, Florida. MICHAEL M. PARRISH, Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 30th day of October, 1987. APPENDIX TO RECOMMENDED ORDER, CASE NO. 86-1448 The following are my specific rulings on all of the proposed findings of fact submitted by all of the parties. The paragraph numbers referred to below are references to the paragraph numbers in the parties' respective proposed recommended orders. Ruling on findings proposed by the Petitioners: Paragraph 1: Accepted. Paragraph 2: Accepted. Paragraph 3: Accepted. Paragraph 4: First sentence is rejected as appearing to be more in the nature of an introduction to a discussion of legal issues than a proposed finding of fact. Second and third sentences are rejected as repetitious Paragraph 5: Entire paragraph rejected as unnecessary speculative generalizations in light of the other evidence in this case. Paragraph 6: Entire paragraph rejected as unnecessary speculative generalizations in light of the other evidence in this case. Paragraph 7: Rejected as contrary to the greater weight of the evidence. Paragraph 8: Entire paragraph is rejected as appearing to be more in the nature of an introduction to a discussion of legal issues than proposed findings of fact. Paragraph 9: Entire paragraph rejected as contrary to the greater weight of the evidence; construction of the dock may be expected to bring about some changes in the nature of the boat traffic in the immediate area, but nothing of the nature or magnitude suggested by these proposed findings. Paragraph 10: Rejected as contrary to the greater weight of the evidence. Paragraph 11: First sentence is rejected as contrary to the greater weight of the evidence. Second sentence is accepted in part and rejected in part. Rejected portion is irrelevant. Third sentence is rejected as irrelevant. Fourth Sentence is accepted. Fifth sentence is rejected as contrary to the greater weight of the evidence and as repetitious Sixth sentence is rejected as contrary to the greater weight of the evidence. Paragraph 12: Entire paragraph rejected as contrary to the greater weight of the evidence. Rulings on findings Proposed by the Respondent: Paragraph 1: Accepted. Paragraph 2: Accepted in substance. Paragraph 3: First two sentences accepted in substance. Last sentence rejected as irrelevant. Paragraph 4: Accepted. Paragraph 5: Accepted. Paragraph 6: Accepted. Paragraph 7: Rejected as unnecessary recitation of opposing party's contentions and not proposed finding of fact. Paragraph 8: Accepted in substance. Paragraph 9: Accepted in substance. Paragraph 10: Accepted. Paragraph 11: Accepted in substance. Paragraph 12: Accepted. Paragraph 13: First sentence accepted in substance. Second sentence accepted in part and rejected in part; rejected portion concerns riparian rights, which are irrelevant to whether this permit should be issued. Paragraph 14: Entire paragraph rejected as irrelevant. Paragraph 15: Accepted in substance. Paragraph 16: Accepted. Paragraph 17: Accepted in substance. COPIES FURNISHED: Frederick M. Bryant, Esquire Moore, Williams & Bryant, P.A. Post Office Box 1169 Tallahassee, Florida 32302 J. Doyle Thomas, Esquire County Attorney Post Office Box 339 Cross City, Florida 32628 Ann Cowles-Fewox, Legal Intern Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Karen Brodeen, Esquire 2600 Blair Stone Road Tallahassee, Florida 32301 Dale Twachtmann, Secretary Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400
Findings Of Fact Petitioner is a Swiss national, who resides in Jamaica. His business in Jamaica involves water sports and vacation tours, primarily for European tourists. Petitioner attended a boat show in Fort Lauderdale, Florida, in order to locate a suitable boat for entertainment and tour purposes for use by his business in Jamaica. There, he saw The Lady, a vessel being brokered by Anchorline Yacht and Ship Brokerage, Inc., of St. Petersburg, Florida. On February 28, 1980, Petitioner purchased The Lady from Anchorline for $120,000. Prior to that date, a survey was conducted by Wilkinson Company, marine surveyors, and repairs indicated by that survey were completed at South Pasadena Marina, Inc. At the time that Petitioner purchased The Lady from Anchorline, he advised the broker that he was taking the vessel out of the country. Accordingly, the broker required Petitioner to sign an affidavit that Petitioner had read the provisions of Section 212.05, Florida Statutes, and no tax was collected on the sale and purchase of The Lady. As The Lady was journeying from St. Petersburg across the State of Florida to West Palm Beach in order to reach Jamaica, she started taking on water. She was taken to Lantana Boatyard, where another marine survey was conducted. That survey concluded that The Lady was not seaworthy and, therefore, could not be taken to Jamaica at that time. As one of the required repairs, her engines needed to be overhauled by Cummins in Miami. Accordingly, after the repairs to be made at the Lantana Boatyard were completed, The Lady was taken to the Keystone Point Marina in North Miami, Florida, so that the work on her Cummins engines could be undertaken. During this time, Petitioner attempted to register The Lady in Jamaica; however, the Jamaican Government refused to license or register the vessel since she was not in Jamaica but was still physically located within the State of Florida. As a result of discussion between Petitioner and a Mr. Mathews at Anchorline, on September 18, 1980, the Petitioner made application for a Florida boat Certificate of Title at a tag agency. He reported the purchase price as ten dollars and, accordingly, paid forty cents tax on the transaction. Cummins started the repair work necessary on The Lady's engines while she had been docked at the Keystone Point Marina. On occasion, Petitioner has stayed overnight on The Lady for security purposes. He has had a telephone attached to the vessel for his personal use while on board. On January 7, 1981, Respondent Department of Revenue issued a Warrant for Collection of Delinquent Sales and Use Tax against the Petitioner in the total amount of $9,967.37, representing the follows: Tax $4,799.60 Penalty 4,799.60 Interest 350.17 Filing Fee 18.00 $9,967.37 On January 19, 1981, Petitioner made payment to Respondent Department of Revenue in the amount of $5,167.77, which payment was made under protest and which payment represents the amount of tax, interest, and filing fees, but does not include the amount of penalty. Pursuant to its warrant, the Department of Revenue has chained The Lady to the dock at the Keystone Point Marina. Accordingly, the work being performed by Cummins on her engines has not been completed, and no sea trial can be conducted. As stipulated by the parties, since the Petitioner purchased The Lady, she has been under repair and has never left Florida waters.
Recommendation Based upon the foregoing findings of fact and conclusions of law, it is therefore, RECOMMENDED THAT: A final order be entered denying Petitioner's claim for a refund, finding the Petitioner liable for a sales tax equal to four percent of the purchase price, together with interest and filing fees, but finding the penalty assessed against Petitioner to be erroneous and therefore invalid. DONE AND ENTERED this 8th day of October 1981 in Tallahassee, Florida. LINDA M. RIGOT Hearing Officer Division of Administrative Hearings 2009 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 8th day of October 1981. COPIES FURNISHED: Michael Lechtman, Esquire 801 N.E. 167th Street, Suite 301 North Miami Beach, Florida 33162 John Browdy, III, Esquire Assistant Attorney General Department of Legal Affairs The Capitol Tallahassee, Florida 32301 Mr. Randy Miller Executive Director Department of Revenue 102 Carlton Building Tallahassee, Florida 32301 The Honorable Gerald A. Lewis Comptroller, State of Florida The Capitol Tallahassee, Florida 32301
The Issue The issue in this case is whether the decision of the Planning and Zoning Board denying Petitioner's application for conditional use approval should be sustained.
Findings Of Fact On or about February 16, 1990, the Petitioner filed an application for conditional use approval with the Respondent seeking permission to operate a personal watercraft rental business at a motel and restaurant located at 601 South Gulf View Boulevard on Clearwater Beach. According to the application, the Petitioner proposes to rent two "Hobie cat" catamaran sailboats, and four to ten "wave runners". The Petitioner proposes that the vessels would be escorted westward, north of and parallel to, the marked boat channel in Clearwater Pass, then northwestward to open waters where, according to Petitioner, a "safewatch and service unit of nonpropeller power" would "monitor" customer activities. The subject property is located between South Gulf View Boulevard and Clearwater Pass, west of the Clearwater Pass Bridge, and is comprised of two zoning districts, an upland portion that is zoned CR-28, or Resort Commercial "Twenty-eight", and a beach front portion that is zoned OS/R, or Open Space/Recreation. Clearwater Pass separates Clearwater Beach and Sand Key Islands, and is the only open access between Clearwater Harbor and the Gulf of Mexico. A convenience store is located north of the property, and hotels are located east and west of the property. At the hearing before the Respondent's Planning and Zoning Board on March 13, 1990, the Planning and Development Department recommended denial of the application. In its written report to the Board, the planning staff based its recommendation upon the recommendations of the City's Harbormaster and Marine Advisory Board, which in turn were based upon concerns for safety due to the heavy boat traffic in the Clearwater Pass channel and at jetties along the southern end of Clearwater Beach and the northern end of Sand Key, all of which are located in the vicinity of the subject property. Based upon the testimony of Harbormaster Bill Held, it is found that state and federal approval of markers to mark off a private corridor in Clearwater Pass to accommodate Petitioner's proposed activities would be unlikely. During the hearing before the Board, the Board heard testimony from several persons in opposition to this application based upon concerns regarding the safety of swimmers due to careless operation of similar types of vessels, and strong currents in Clearwater Pass. At the conclusion of the public hearing, the Board discussed the application prior to voting. Members of the Board expressed concerns regarding public safety due to the dangerous condition of the area. The Board then voted unanimously to deny the application. Subsequently, the Petitioner timely filed a notice of appeal, resulting in this case. During this final hearing, Ronald Hollins, President of Gulf Fun, Inc., and agent for the Petitioner, testified that his proposed business would operate seven days a week, from sunrise to sunset, or approximately twelve hours daily. Petitioner testified that his personal watercraft rental vessels would be escorted during trips both from the subject property westward to the waters of the Gulf of Mexico and also during return trips, and that a "safety service" boat would monitor the rental vessels while in operation, with the escort boat and the "safety service" boat being in radio contact with a base unit at the motel property. The rental vessels would be prohibited from crossing Clearwater Pass to the south side of the boat channel, and would be limited to an area of operation bounded on the south by Clearwater Pass and on the north by Pier 60 on Clearwater Beach. Petitioner proposes to employ only three or possibly four employees to operate the escort boat, the "safety service" boat, and the base location, to rent the personal watercraft vessels, show a video tape and give a safety booklet to customers, as well as to otherwise supervise the rental vessels during the approximately 84 hours per week that his business would be in operation. Petitoner has never operated a similar business. Based upon the testimony of Richard Howard, captain of a charter boat which regularly goes in and out of Clearwater Pass, it is found that personal watercraft vessels frequently present a hazard to navigation due to the manner in which they are customarily operated. Specifically, personal watercraft operators in Clearwater Pass engage in practices such as towing swimmers on inner tubes, purposely spraying water at boats, and jumping the wakes of boats in the Pass. The activities proposed by Petitioner would exacerbate the insufficient clearance between boats in the channel, boats anchored at the beach, and swimmers, and would, therefore, be inappropriate in Clearwater Pass. The currents in Clearwater Pass are found to be dangerous to boaters on a regular basis, based on the testimony of Arnold Abramson, bridge tender at the Clearwater Pass bridge and Harbormaster Bill Held. A significant number of personal watercraft operators do not demonstrate an understanding of the rules of navigation, or of the currents in the Pass. Based on the testimony of Marine Patrol Office Bill Farias, it is found that the lack of apparent common sense which is frequently demonstrated by personal watercraft operators in Clearwater Pass creates a dangerous condition for others. A common practice is to jump the wake of boats, which results in a loss of control in mid-air. The jetty at the western end of Clearwater Pass obscures vision, making it difficult for incoming boaters to see personal watercraft in the vicinity of the motel, and also making it difficult for personal watercraft operators to see incoming boats. There is another boat rental operation in the area of this subject property, located at the Hilton Hotel, but this existing operation predates the adoption of the Clearwater Land Development Code. The Clearwater Pass bridge had 12,000 drawbridge openings in the past year, and is one of the busiest in Florida.
The Issue At issue herein is whether or not the Petitioner, Kelly Boat Service, Inc.'s and Cape Kennedy Charter Boats, et al's activities fall within the admissions tax liability imposed by Section 212.04, F.S. (1973). Based upon the pleadings filed herein, the documentary evidence introduced during the course of the hearing, the other evidence of record including the arguments of counsel, the following relevant facts are found.
Findings Of Fact In the instant matter, the Department of Revenue issued two sales tax assessments. The first such assessment is against Cape Kennedy Charter Boats and covers the audit period of March 1, 1973, through February 29, 1976. The Department also assessed Kelly Boat Service, Inc., in a series of three separate assessments covering the audit periods August 1, 1970, through January 31, 1976. Based on such assessments, a tax liability resulted in the amount of $25,072.37. Of this amount, $10,000 was paid by the tax payer on July 21, 1976 (Respondent's Composite Exhibit No. 1). The remaining tax liability plus interest which has accrued from July 21, 1976, is outstanding and continues to accrue. During the course of the hearing, the parties agreed that the specific liabilities as set forth in the assessment were not at issue. Rather, Petitioner solely challenged the legal authority of the Department of Revenue to impose the assessments in question. The Petitioners are owners and operators of a fleet of deep sea fishing boats in and around Destin, Florida, which, for a fee, carry individual fishermen to certain fishing banks which lie beyond the three-league limit in the Gulf of Mexico. While there, the Petitioners sell food and drinks to the fishermen and rent them fishing equipment. The fishing is done at the snapper banks in the Gulf of Mexico or in the vicinity of those banks. The fishing equipment and tackle used on these trips are mainly used beyond the three-league limit in the waters of the Gulf of Mexico; and most, if not all, of the food and drinks sold at the galley of the refreshment stand on the boat was outside the three-league limit of the State of Florida. In an earlier summary final judgment, the Circuit Court of Appeal declared, as authorized by Chapter 86, Florida Statutes, 1973, the liability of Kelly Boat Services, Inc., for payment of the admissions tax by Section 212.04, F.S., 1973, from which the Department of Revenue filed an appeal. In that decision, the Court held that Kelly, whose boats take on passengers at Destin for fishing in the Gulf of Mexico beyond the territorial limits of Florida, is taxable at the statutory rate on the admission fare charged at the dock, but that the State is foreclosed from assessing Kelly for taxes that should have been paid between August, 1970, and the first day of August, 1973, the period in which the Department demanded the production of Kelly's records for audit. Section 212.14(6), F.S., 1973. Kelly cross-appealed and urged that its activities were not subject to the tax, citing Straughn v. Kelly Boat Service, Inc., 210 So.2d 266 (Fla.App. 1st 1968). In its decision, the First District Court of Appeal in Dept. of Revenue v. Kelly B Boat Service, Inc., 324 So.2d 351 (Fla. 1976), indicated that the trial court was correct in its reading of its decision in Dept. of Revenue v. Pelican Ship Corp., 257 So.2d 56 (Fla.App 1st 1972), Cert. Denied, 262 So.2d 682 (Fla. 1972), Cert. Dismissed, 287 So.2d 93 (Fla. 1974), and in hold that Kelly's commercial activities, as evidenced by the record, render it liable to assessment for the admissions tax. The Court noted that the trial court was incorrect, however, in foreclosing the Department of Revenue from making the assessment for the full three-year period authorized by Subsection 212.14(6), F.S., 1973. The decision goes on to read that the State is not foreclosed by reason of the Court's 1968 decision in Straughn v. Kelly Boat Service, Inc., or otherwise to assert that on the facts evidenced by record, Kelly should satisfy its full tax liability incurred three years prior to August 1, 1973. North American Company v. Green, 120 So.2d 603 (Fla. 1960); Jackson Grain Company v. Lee, 139 Fla. 93, 190 So. 464 (1939). Based on the above decision of the First District Court of Appeal, the Department's assessment, which the parties admit is factually correct, is valid both as to the August 1, 1970, through July 31, 1973, and the August 1, 1973, through January 31, 1976, audit periods. Since this matter has previously been adjudicated, the same is res judicata as to the legal validity of the Department's assessment. Further, since the assessment relative to Cape Kennedy Charter Boats is based upon the same factual circumstances and legal authority as the one against Kelly Boat Service, Inc., which was upheld as aforementioned in the case of the Dept. of Revenue v. Kelly Boat Service, Inc., supra, there is no factual challenge to the validity of the Department's assessment and there being no assertion by the Petitioner that any rules of law other than those enunciated by the District Court of Appeal in Dept. of Revenue v. Kelly Boat Service, Inc., supra, are applicable, such assessment must likewise be upheld. I shall so recommend. 1/
Recommendation Based on the foregoing findings of fact and conclusions of law, it is, hereby, RECOMMENDED: That the Department of Revenue's assessment in the instant matter against the Petitioners be UPHELD. Additionally, in view of the Petitioners' letter of April 11, 1979, Petitioners' motion to treat this matter as a class action is hereby DISMISSED. RECOMMENDED this 31st day of May, 1979, in Tallahassee, Leon County, Florida. JAMES E. BRADWELL Hearing Officer Division of Administrative Hearings Room 101, Collins Building Tallahassee, Florida 32301 (904) 488-9675
Findings Of Fact Upon consideration of the oral and documentary evidence adduced at the hearing, as well as the parties' stipulations of fact, the following facts are found: At all times pertinent to the charges herein, respondent Harry J. Williams was acting under his State pilot's license number 0000047. The J. LOUIS, which respondent was piloting at the time of the subject incidents, is a foreign registered vessel required to be piloted by a State licensed pilot. Respondent graduated from the Merchant Marine Academy in 1943, and sailed on U.S. merchant ships continuously until 1962. He became a full-time licensed Tampa Bay pilot in 1962, and has never had disciplinary action taken against his license. Over the past three years, respondent has piloted about 300 ships a year, and about 25 percent of those trips have involved the Port Tampa Canal. The respondent had piloted the vessel J. LOUIS approximately ten to fifteen times prior to the incidents occurring on November 6 and 7, 1985. The J. LOUIS is a Liberian registered vessel which is 669 1/2 feet in length, with a beam of 90 feet. She was built in 1961, is single screw, steam turbine and backs to port. On November 6 and 7, 1985, the J. LOUIS had a forward draft of 33 1/2 feet and an aft draft of 33 feet. On November 6, 1985, at 2050 hours, respondent boarded the J. LOUIS off the sea buoy for the purpose of piloting her to the gypsum dock located on the Port Tampa Canal. It was his intent to arrive at the Port Tampa Canal on the high water slack tide which would have occurred between 12:30 and 12:45 a.m. on November 7, 1985. During the evening and morning hours of November 6 and 7, 1985, there were no adverse weather, wind or visibility conditions. Respondent made arrangements for the harbor tugs YVONNE and PALMETTO to assist him on his journey, and those tugs timely arrived toward the west end of G cut, about 1 1/2 miles from the G cut turn into J cut. The harbor tug PALMETTO is 105 feet in length, has a beam of 26 feet (30 feet with the ship docking tires), a 13 foot draft, and 3,300 horsepower. The dimensions of the harbor tug YVONNE were not described, but it had assisted ships the size of the J. LOUIS on prior occasions. Upon meeting the tugs in G cut, respondent ordered the PALMETTO to make up on the center chock of the stern of the J. LOUIS, and the YVONNE was ordered to make up on the port bow. The turn from G cut to J cut is a ninety degree turn from a westerly heading to a northerly heading. The tugs were directed to assist in making the turn. The YVONNE was ordered to come ahead full speed and get out on a ninety degree angle with the port bow. The PALMETTO was directed to push the starboard stern full ahead on a ninety degree angle. A tug is able to provide the greatest amount of assistance to a vessel when it is on a ninety degree angle with the vessel. The maximum vessel speed for a tug to make up at a ninety degree angle, and thereby provide the maximum amount of assistance, is three to four knots. While attempting to make the turn from G cut to J cut in Tampa Bay, the J. LOUIS ran aground at approximately 2355 hours. While it is impossible to determine the vessel's precise speed near the time of grounding, the average speed of the J. LOUIS from its turn from F cut into G cut until its grounding was somewhere between 8.2 and 12 knots. Respondent believed that he was going very slow, some 2 knots or less, when the bow of the J. LOUIS went aground. He felt that his vessel was sluggish coming to the right and that he was not getting full power from the tug YVONNE, perhaps because of mechanical problems. The captains of the YVONNE and the PALMETTO both felt that the speed of the J. LOUIS reduced their ability to get on a ninety degree angle so as to provide maximum assistance during the turn. The Captain of the PALMETTO estimated the speed of the J. LOUIS to be 6 knots when approaching the turn from G cut to K cut. The chief officer of the J. LOUIS felt that the speed of the J. LOUIS was faster than normal under the circumstances. The YVONNE was able to swing out only to a forty- five degree angle due to the speed of the J. LOUIS. The PALMETTO was able to get to a sixty degree angle. At the time of the grounding, and prior thereto, the engine of the YVONNE was working fine. It was only after the YVONNE attempted to unground the J. LOUIS from some eight or nine different positions over a period of several hours that the YVONNE suffered problems with its reduction gear. The reduction gear alarm on the YVONNE came on about 0210 hours. The evidence supports a finding that the cause of the grounding was the inability of the tugs to provide maximum assistance during the turning maneuver due to the excessive speed of the J. LOUIS. As noted above, tugs are increasingly ineffective as a ship's speed exceeds three knots. The speed of the J. LOUIS prevented the tugs from working on a ninety degree angle, thereby reducing their effectiveness in assisting with the turn. The J. LOUIS remained grounded at the west end of G cut for about two and a half hours. After the YVONNE developed a problem with its reduction gear, she was replaced by the more powerful tug TAMPA, which released the J. LOUIS within ten minutes by pushing on her stem. The J. LOUIS apparently sustained no damage as a result of the grounding. The tug TAMPA was christened in October of 1985. She is a twin diesel, 6000 horsepower tug, with twin propellers and ten rudders. The TAMPA is 100 feet in length, with a beam of 32 or 33 feet, a draft of 13 feet, and is considered the most powerful and maneuverable tug on Tampa Bay. Having been freed from the bottom at the west end of G cut at 0230 on November 7, 1985, the J. LOUIS, the TAMPA and the PALMETTO proceeded onward northerly up K cut toward Port Tampa. Although intending to arrive at the Port during the high water slack tide, the grounding delayed the arrival to about the time of maximum ebb tide. However, the predicted ebb tide of .54 knots was not particularly strong. The entrance to the Port Tampa Canal is 250 feet wide, and requires an almost ninety degree turn from K cut. Respondent directed the PALMETTO to push on the starboard stern and directed the TAMPA to position itself on the starboard bow of the J. LOUIS. However, the Captain of the TAMPA represented that since the TAMPA had flanking rudders, it could do just as well backing as pushing. He therefore suggested that the TAMPA be positioned on the port bow, thereby removing the necessity of shifting to that side once the ship got up to the slip. Respondent accepted that suggestion and the TAMPA was positioned on the port bow of the J. LOUIS at about 60 feet aft of the stem with one line. The line was some 10 inches in circumference and, initially, about 50 feet in length between the vessels. As respondent made the approach to the Port Tampa Canal, the J. LOUIS was travelling between four and six knots, again making it difficult for the assisting tugs to work on ninety degree angles. Perhaps to compensate for the anticipated ebb current, respondent's approach into the Canal was much closer to the north bank and its caissons than the normal approach. The tug TAMPA pushed on the port bow of the J. LOUIS until it became very close, as close as 10 feet, to the outer caisson (referred to locally as the "can opener"). Fearful that the TAMPA could be crushed between the J. LOUIS and that caisson, the Captain of the TAMPA ordered his crew to slack the line so that the TAMPA could slide back. The evidence is unclear as to whether respondent was informed that the TAMPA's line had been slacked, but respondent was informed by the TAMPA's Captain that the TAMPA was getting very close to the north bank and did not have much room. The TAMPA's deckhands slacked out approximately 150 feet of line to enable the TAMPA to clear the outermost caisson. This action positioned the TAMPA close to the midship house of the J. LOUIS. After clearing the caisson, the TAMPA crew began retrieving the line. It was impossible to manually retrieve the ten inch line, so the crew used the bow capstan. This was the first time it had been used and the line was new. About 50 feet of the line was retrieved when the TAMPA received an emergency order from the respondent to start backing full astern. The TAMPA began backing full astern. Although the TAMPA deckhands had taken four turns around the capstan drum and put two figure- eights on the H-bitts up front, the line slipped about four or five feet. The TAMPA had to then slow down while another figure-eight was placed on the bitt. The line then being secured, the TAMPA began backing again, but the J. LOUIS struck the Chevron dock. While the dock sustained substantial damage, the vessel J. LOUIS was not damaged as a result of the collision. There is no doubt that the slack in the line between the tug TAMPA and the J. LOUIS rendered the TAMPA less effective to assist in stopping the bow of the J. LOUIS from swinging starboard to the south. However, the evidence demonstrates that the TAMPA slacked the line in order to avoid hitting the caisson or being squashed between the caisson and the J. LOUIS. While there may have been other options available to the TAMPA, slacking the lines to avoid a collision with the caisson was not inappropriate or unreasonable given the close proximity of the caisson at the time that action was taken. At least five experienced crew members on the TAMPA, the PALMETTO and the J. LOUIS, all of whom had entered the Port Tampa Canal on previous occasions, believed that the J. LOUIS, piloted by the respondent, entered the Canal with more speed and closer to the north than is normal. The Master of the J. LOUIS was satisfied with respondent's piloting.
Recommendation Based upon the findings of fact and conclusions of law recited herein, it is RECOMMENDED THAT respondent, Harry J. Williams, be found guilty of negligently piloting the vessel J. LOUIS on November 6 and 7, 1985, so as to cause it to run aground and to strike the Chevron loading facilities, and that, for such offenses, an administrative fine in the amount of $1,000.00 be imposed. Respectfully submitted and entered this 10th day of July, 1987, in Tallahassee, Florida. DIANE D. TREMOR 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 10th day of July, 1987. APPENDIX TO RECOMMENDED ORDER, CASE NO. 86-3935 The proposed findings of fact submitted by the petitioner and the respondent have been fully considered and have been accepted and/or incorporated in this Recommended Order, except as noted below. Petitioner 13. Partially rejected as contrary to the evidence. The tugs were unable to carry out respondent's orders due to the speed of the J. LOUIS. 30. Rejected as contrary to the evidence. Circumstances created by the respondent prevented respondent's orders from being carried out. Respondent 13, third sentence. Rejected as contrary to the evidence. 14 - 16. Rejected as contrary to the evidence. Partially rejected as contrary to the evidence. The tug TAMPA obviously encountered problems. Partially rejected. The greater weight of the evidence supports a finding that the initial entrance into the Canal was at a speed greater than normal. 37. Rejected as contrary to the evidence. 40, second sentence. Rejected. See Finding of Fact 15. 53. Accepted as being Coleman's testimony, but opinion rejected as contrary to the greater weight of the evidence. Rejected as contrary to competent, substantial evidence. Rejected; not supported by competent, substantial evidence. 58. Rejected as contrary to competent, substantial evidence. 60. Rejected as contrary to the greater weight of the evidence. COPIES FURNISHED: David C. Banker, Esquire Shackleford, Farrior, Stallings & Evans, P.A. Post Office Box 3324 Tampa, Florida 33601 Nathaniel G. W. Pieper, Esquire Lau, Lane, Pieper & Asti, P.A. Post Office Box 838 Tampa, Florida 33601 Linda Biedermann, Executive Director Board of Pilot Commissioners Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32399-0750 Van Poole, Secretary Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32399-0750 Joseph A. Sole, General Counsel Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32399-0750 =================================================================
Findings Of Fact Pine Island Properties, Ltd., (Petitioner) owns a residential development project identified as "Pelican Inlet" located on Pine Island, Lee County, Florida. The Petitioner seeks a permit to fill 0.78 acres of wetlands to construct the project. The Department of Environmental Protection (Department) is responsible for reviewing permit applications under Chapter 403, Florida Statutes and related administrative rules. The Department file number for this application is 362004755. The Pelican Inlet project is located in Lee County, Florida, Sections 4 and 9, Township 45 South, Range 25 East. The project impact site is immediately adjacent to "Forty Acre Bay/Bay 36" (bay) which is a Class II Outstanding Florida Water and part of the Pine Island Sound Aquatic Preserve. There are no other developments on the bay. Access from Pelican Inlet to Pine Island Sound is via the bay. Pine Island Sound is a popularly used water body, with substantial fishing and recreational use. The Pelican Inlet development fronts a man-made canal which runs generally east-west. The canal is between two to ten feet deep. The Petitioner did not construct the canal. It appears that during the dredging of the canal, spoil was deposited along the canal banks, resulting in an upland area in the midst of the wetlands. The spoil is vegetated by Australian pine. The elevation of the property drops approximately 1.5 feet where the higher spoil abuts the wetlands. The Petitioner owns only the north half of the canal. Other parties not involved in this application own the south half of the canal. According to the Petitioner, the south half owners are not interested in assisting in the Petitioner's project. Extensive mangrove growth exists immediately north and south of the project impact area. Immediately along the banks of the canal are red, black, and white mangroves. At the east end of the canal is a dense growth of mature black mangroves. Further to the east lie undeveloped uplands vegetated with slash pine and saw palmetto. Although there has been some trash dumping in the area, the mangroves to be impacted by the proposed development are part of a high quality, functioning, healthy, and productive wetlands system. The area currently provides broad water quality benefits and wildlife habitat. The north part of the impacted wetlands area contained a dirt road. Exotic vegetation, including Brazilian pepper Australian pine and Melaleuca, has invaded the trail area. Away from the road, the wetlands are dominated by buttonwood, seashore dropseed, beach carpet, salt grass, needlerush, and leather fern. The Western end of the canal connects to the bay. Water depths in the bay average approximately 1.5 feet deep, but vary significantly. The bay bottom is composed of fine organic mud. There is evidence of damage caused by boat propellers in some parts of the bay. The bay is used by species of fish, snails, mollusks, crabs and birds and is regarded as a productive marine habitat. Within the development, the Petitioner seeks to locate a total of 23 single family homes. Fourteen of the 23 homes will be located directly along the canal. Of these 14, eight will require placement of fill in the adjacent mangroves; two others are entirely within the mature mangrove wetlands. The remaining nine houses would be placed in the area east of the canal. Within the wetlands and uplands portion of the property, the development will include the 23 houses, driveways, access roads, sewer treatment plant, spreader swale and retention area. Subsequent to the filing of the application, the parties engaged in an extensive dialogue in an attempt to reach a resolution of the matter. The issues raised by the Department essentially centered on two general issues, minimization and mitigation of the wetlands lost through fill and resolution of the anticipated secondary impacts of the project. The parties appear to have resolved concerns related to the mitigation of the wetlands lost and impacted by the fill. At the hearing, there was minimal evidence and testimony related to the wetlands mitigation issues. Based on the apparent lack of conflict related to the wetlands loss mitigation, this Recommended Order is directed towards the cumulative and secondary impacts of the project. On August 21, 1991, the Petitioner filed an application for permit/water quality certification with the agency. On October 28, 1991, the Department conducted a field appraisal of the project. Based on the appraisal, the Department determined that the project was unpermittable as proposed in the application. On December 24, 1991, the Department forwarded to the Petitioner a copy of the site inspection report. In the report, the Department identifies a number of concerns related to the expected environmental impact of the project. Thereafter, the parties began an extensive dialogue regarding the project. On March 12, 1992, the Department issued a Notice of Permit Denial. The parties continued to discuss mitigation, and several extensions to the deadline for filing an administrative hearing request were granted by the Department. There is no dispute regarding timeliness of the request for hearing. The Notice of Permit Denial indicates that the Department's concerns center on the potential for turbidity-related water quality violations which could result from unstabilized fill, the adverse floristic impact caused by fill washout into adjacent wetlands, the loss of the filtering benefits provided via the filled wetlands and the adverse impact on wildlife habitat. The Notice of Permit Denial further identifies concerns related to the cumulative and secondary impacts of the project. Such impacts include boat docks in the canal resulting in an increase in the intensity of boating activity in the Bay. The Notice also addresses the precedential impact of permitting this project as it relates to other properties similarly situated, specifically, the property on the south side of the Canal. The expected increases in boat traffic will result in turbidity and damage to the bay bottom through prop dredging, in turn causing injury to the marine habitat's sea grasses and benthic organisms. During the ongoing dialogue with the Department, the Petitioner submitted a mitigation plan. In the Department's letter of June 26, 1992, related to its review of the plan, the Department notes that the proposal failed to address the anticipated impact of boat users on the shallow bay adjacent to the canal. Paragraph #23 of the letter states as follows: Please be advised that the submitted proposal does not adequately address the secondary impacts of the proposed development. There is still a high potential for boat use within the adjacent shallow bay which will significantly degrade this portion of the aquatic preserve, additional boating pressure could also result in requests for dredging a channel within this bay....Before a permit can be issued all of these impacts need to be addressed. One possible way to address these would be to provide easements over adjacent wetlands and the canal that specifically prohibit dock construction...and/or to fill in a portion of the canal to prevent large boats from utilizing the area. In a letter of July 29, 1992 in response to the Department's earlier transmittal, the Petitioner stated: Boat access to coastal waters of Lee is a very important aspect of this project, however only two of the twenty-four lots have direct private property access to the canal and these are lots 1 and 18. Only lot 1 has both canal and natural water frontage. The potential for secondary wetland impacts related to permitting of this project are real and are also a concern of the applicant. As to the issue of boat docks, the Petitioner stated: Pine Island Properties, Limited, the owner of the project, is not proposing to permit or construct any boat docks within the project boundary. Each lot owner must, if they wish to, make application through appropriate state and federal agencies for a boat dock. As to the matter of the shallow adjacent bay, the Petitioner stated: The existing water depths in the adjacent bay system already by itself mandates and places limits on access by large boats, ones with a deeper draft. Local knowledge of both bottom topography as well as tidal conditions and times is necessary for one to travel through these back bay areas. The applicant agrees to place reasonable size, i.e., draft, restrictions on boats allowed into and out of the project. The draft limit restriction for boats would be 24 inches. In additional all boats with engines larger than 35 horsepower would be required to have hydraulic motor/outdrive lifts capable of allowing adjustments in the depth of the operation of the propeller. The applicant also accepts responsibility of placing appropriate depth markers from the western end (exist) (sic) of the unnamed canal to the "between island" passage approximately 750 feet directly to the west. Placement of markers would identify the preferred travel route and inform boaters, through placement of signs, that they are in an aquatic preserve and caution them about damage to bottom of the bay if propellers are set to (sic) deep. By Department letter of September 21, 1992, the Department noted continuing concerns with the impacts of the project. In relevant part, the letter states, "[T]he Department still lacks reasonable assurance that the project's impacts will be offset. Also, you have not yet demonstrated to the Department's satisfaction that the project will be clearly in the public interest." The Department's September 21 letter addresses remaining questions about the wetlands fill area, as well as canal use restrictions. Specifically as to the canal issue, the letter states: Your proposal to place a draft restriction of 24" on boats using the canal to protect adjacent waters which are 18" deep is not acceptable. A deed restriction prohibiting property owners from using or mooring motorized vessels in the canal would be more acceptable....A conservation easement could also prohibit the construction of docks and/or the mooring of motorized vessels on the shoreline by the present owners or by potential future owners such as a homeowners association. Based on the Department's assertion that the shallow bay could not accommodate boat traffic related to the development, the Petitioner conducted a survey of existing water depths in the vicinity of the canal. In its October 28, 1992 letter in response to the Department, the Petitioner responded as follows: In general there is sufficient water for shallow draft motor driven vessels, however local knowledge, proper tidal conditions and informed operators would be essential to a safe and non-habitat damaging passage from the canal mouth to the deeper waters of Pine Island Sound. Evidence of prop scars...provides a longlasting record of past damage to the turtle grass beds by (sic) without proper boat handling skills and knowledge. Sizing of boat draft and the requirement that all boats possess hydraulically adjustable outboards units or if inboard drive units then the outdrives must be adjustable is a must. During lower tidal phases, e.g., mean low water, water levels can be expected to drop another foot which would result in water depth ranges of about 17 to 30 inches, definitly (sic) a problem for boats with a hull draft of 18 inches regardless of what angle the drive unit is positioned. Placement of informational signs as well as placement of channel marks would reduce hull and drive unit impacts to the adjacent bay bottom. In concluding the October 28 letter, the Petitioner makes the following recommendations: Recommendations for consideration: Boats limited to hull drafts of 20 inches. All boats required to have adjustable power units. Channel markers required from the Pelican Inlet canal mouth through to a point midway between the islands and Cork Island. This is approximately 2,800 feet west of the canal mouth. These markers would be spaced, approximately 150 feet apart, on-center,. (sic) Thus under southflorida's (sic) winter foggy conditions or after dark ease of marker detection/direction would be a useful aid to navigation. Informational signs should be installed at "entry points" such as the canal mouth, the between-island pass and between the island headlands. These should inform the boater of the environmental sensitivity, the shallow water conditions, the existence of grass beds and requirement of a slow speed, "no wake" zones. Monitoring of bentic (sic) habitats over the first five years would also determine if the above conditions are effective at protecting the coastal habitats. By Department letter of December 17, 1992, the Department again addressed continuing concern with the impact of the project. Paragraph 14 of the letter states: Thank you for the water depth report. As the report states,"...local knowledge, proper tidal conditions and informed operators would be essential to a safe and non-habitat damaging passage from the canal mouth to the deeper waters of Pine Island Sound." Since it would be extremely difficult to provide the Department with reasonable assurance that all three of these conditions will be present during motorized vehicle operations originating on-site, other assurance that impacts will not occur and degrade the Outstanding Florida waterbody must be provided. As previously stated, legally binding agreements regarding draft and other restrictions may be difficult to enforce. Monitoring of an activity's impacts is only useful if there is some recourse to eliminate or reduce any impacts revealed by monitoring. The submitted report reinforces the Department's position that reasonable assurance, beyond that already proposed, must be provided that boat traffic originating from the project's canal will not adversely impact the adjacent shallow waters. Such assurance could include, but would not be limited to, a mnechanical or physical draft restrictor in the canal, an agreement not to seek permits to expand the existing canal, and authorization from the Department of Natural Resources for the proposed channel markers and informational signs. Please note that additional assurance beyond these may also be required. Paragraph 15 of the Department's December 17, letter states: Although not proposed as part of this application, construction of boat docks in the canal is a secondary impact which could be reasonably expected to occur as a result of issuing a permit for the proposed activities. Please provide reasonable assurance that construction of docks in the canal and subsequent mooring of boats will not contribute to a degradation of water quality below State water quality standards in the canal and in the adjacent waters. By letter of February 1, 1993, the Petitioner responded to paragraph 14 of the Department's December 17 letter as follows: The applicant does agree not to seek permits to expand the existing channel and will seek authorization from the Department of Natural Resources for the proposed channel markers and informational signs. In a twenty page letter, dated July 29, 1992, also answering questions of the FDER, Kathleen Parker Greenwood, the applicant stated that he was in agreement as to the placement of restrictions on the draft of boats allowed into and out of the project. This draft limit was set at 24 inches. In addition boats having engines larger that 35 horsepower, would have to have a hydraulic motor/outdrive lift, this to allow adjustments in the depth of propeller operation when operating in or during low water conditions. The applicant may accept the proposal of placement of a draft restrictor at the mouth of the unnamed canal, however would like additional information regarding available designs. Are there any floating types, ones that could be moored permanently at the mouth of the project canal, and rise and fall with the tide, similar in concept to the method used to moor floating docks, i.e., a collar/ring freely moving up and down on a stationary piling? This would allow the setting of a uniform depth regardless of tidal or wind induced depth of water conditions. The Petitioner responded to paragraph 15 of the Department's December 17 letter as follows: The applicant also does not want to degrade existing water quality and agrees to implement both design determined as well as behavioral directing programs to insure that this does not happen. The central issues are: a.) Oil and gas leaks and spills. b.) Leakage of the active chemicals found in anti-fouling bottom paints. c.) "Wolmerized" substances placed in marine piling which, over time, leak into the water column. d.) Shading of shoreline bottom communities due to the installation of docks with associated floating boats. and e.) Physical, one-time, impacts occurring during the installation of pilings and dolphines. The applicant, wishing to minimize potential onetime (sic) as well as cumulative impacts proposes the following: The applicant will attach to documents/lot sales contract a notice that clearly informs the prospective land owner of his/her responsibilities regarding the use and storage, handing and disposal of hazardous wastes, especially boat fuel and oil. This document will warn residents against the discharge overboard of bilge water known to contain fuel/oil mixtures. Each dock will display, in a prominent mannor (sic), a sign with essentially the same warning. The Pelican Inlet property owner(s) will also develop, and have in place and operational, prior to any authorization for the construction of boad (sic) docks, an emergency response program designed to handle in-project fuel spells (sic). This program will include the storage of equipment suitable for emergency containment until, and if necessary, a local response can be made by the appropriate Lee County and/or state officials. Boats will be lifted, when not actively in use, via davits or elevating hoist platforms completely out of the water. This will minimize water/hull contact in the case of anti-fouling paints and bottom coatings. Dock pilings and dolphines will utilize non-toxic structural components, wolmerized and other petroleum based substances will not be allowed to come in contact with the water column. Such Structural members as concrete or PVC or other known non-toxic items will be utilized for all vertical supports. Dock access platforms/boardwalks will be minimized, this in order to reduce potential shading. Consideration will be given to the use of translucent "boards" now on the construction market, this again to further minimize shading. By Department letter of February 15, 1993, the Department addressed continuing and additional concerns related to project impact. Paragraph 9 of the letter states: Regarding the issue of boat access from the canal out to Pine Island Sound, it should be noted that [the Petitioner agent's] access study was done at a time when the water elevation was provided as +1.91' NGVD. The mean high water elevation, as provided, is +1.47' NGVD. Thus is appears that at mean high water, there will be a little more than 5 inches less water that what was present during that study. The mean low water elevation provided is -1.2' NGVD which seems low. However, using this figure, at mean low water there will be 3' less water between the canal and the sound. Using a more reasonable tidal range of approximately 1', there would still be a difference of almost 1.5' between the observed and the low water levels, yielding lowest depths of approximately 3" in segment 1, the unvegetated areas, 10" in segment 2, where turtle grass and shoal grass...exist within the "channel", and 24" or greater out in the sound (along the sampled channel). The Department's own informal depth survey, taken during a full moon low tide, showed water depths of approximately 3" to 6" in segment 1 and 10" to 36" (in the remnant channel) along segment 2. Most importantly, many of the shallow areas in segment 2 showed dense seagrass growth, especially out by the "island headlands", where no channel exists and where prop scarring of the grassbeds already appears to be a major problem. Also, the shallowest area, segment 1, where turbidity would be expected to occur almost every time a boat went through until the channel was prop dredged, was observed to be a highly productive and diverse area, despite the fact that it is unvegetated. Other concerns which this site visit brought up include the potential for increased erosion of shorelines adjacent to the proposed channel, and disturbance of wading bird rookeries or roosting areas along the channel's path. Reasonable assurance that boats crossing the areas between the canal and the sound will not cause violations of water quality, including turbidity and loss of diversity, and loss of non-mitigable wetland resources, seagrass beds, has not been provided. Without this, a permit may still not be issued for this project. By response dated April 11, 1993, the Petitioner responded to the Department's December 17 letter. As to the conflicting high water calculations, the Petitioner offered a further refinement of the figures and noted: Both of the above are relatively minor corrections and any reasonable person would still agree that water depths along the recommended boating channel corridor are, at best, minimal. Only one with local knowledge and possessing common boating skills and sense would be able to navigate the passage without disruption or damage to the bottom habitat. As to the application of a 1' "tidal range," the Petitioner suggests that the Department meant to identify the figure as the range below mean sea level. Citing to 1993 tidal tables, the Petitioner recalculated the water depths and opined that the lowest depth in segment 1 would be 6.7", in segment 2 would be 21.1" and in segment 3 would be over 30". The Petitioner noted that the calculations did not account for neap or spring tides, periods of even lower water conditions. As to the Department's informal depth survey showing water depths of approximately 3" to 6" in segment 1 and 10" to 36" (in the remnant channel) along segment 2, the response states "[t]hese value ranges and conclusion seem reasonable to the applicant. Only after a series of repeated depth measurements have been taken over a variety of tidal and weather conditions (e.g. wind speed and direction) would a more detailed analysis be available. " As to the Department's statement concern for potential increased erosion of shorelines adjacent to the proposed channel, and disturbance of wading bird rookeries or roosting areas along the channel's path, the Petitioner responded as follows: The applicant previously agreed to a mandatory "no wake, slow speed" zone condition within segments I, II, and III out past the western most headlands to a position due north of Cork Island. Signs along the proposed boat corridor would notify boaters of this and other environmentally related restrictions. Disturbances to in place bird rookeries during the nesting season are of concern in southwest Florida. Parents frightened off active nests do greatly decrease the success for fledging of subadult birds. Generally rookeries occur on islands rather than headlands, thus the applicant would committ (sic) to a vigerous (sic) environmental sensitivity education program directed towards project initiated boaters in order to gain citizen appreciation, support and consideration for island areas of nesting wading birds. Part of the on-going monitoring that the applicant commits to would also track near-shore rookeries in the vacinity (sic) of the proposed boat traffic corridor. As to the Department's statement that reasonable assurance that boats crossing the areas between the canal and the sound would not cause violations of water quality had not been provided, the Petitioner responded as follows: The issue and standard, reasonable assurance, is very difficult to meet, however the applicants proposed residential project design is sensitive to on-site and near shore environmental conditions in the following mannor (sic): The applicant is aware that without full cooperation,, support, appreciation and participation by the future project resident boat operators there will defintly (sic) be negative impacts to the tidally related natural resource base. The natural resource setting is the major selling point for prospective owners and its continued health and sustainability is a good business practice Toward these ends the applicant clearly committs (sic) to: The marking and maintaining of a path along which all boat traffic must follow when exiting or entering the near-shore boat corridor lane. Placement and maintaining of a series of informational "No Wake, Slow Speed" signs along the required boat corridor out to just north of Cork Island. A mandatory requirement stating that all resident owned boats, proposed to enter and exit the site will: Be restricted to a maximum hull draft of 20 inches. Will possess adjustable hydraulic motor/shaft outdrive lifts. Predevelopment base-line and post development monitoring of the conditions and any changes, of the benthic habitats along and adjacent (250' on either side of the centerline) to the proposed boat corridor. This monitoring, with quarterly reports, will continue for five consecutive years. By letter dated May 19, 1993, the Department replied in relevant part to the Petitioner's response as follows: ...The second issue is that of navigable access from the canal to Pine Island Sound. The one specific point to be made here is that a proposed draft restriction of 20" to cross an area as shallow as 6.7" (using your figures) at mean low water is not acceptable as this would cause scarring even when a motor was not in use. More general concerns, as previously discussed, involve whether or not placement of no wake signs, deed restrictions requiring outboard lift units and maximum keel drafts, and monitoring to document boating impacts on adjacent resources provide reasonable assurance that impacts will not occur, and if they do occur, they can be offset. Currently, the Department's view is that only by strict legal (e.g., conservation easement) and physical (e.g., pilings at the end of the canal) measures can impacts to the adjacent OFW resources be avoided or minimized. If there is new information concerning this aspect of this project which demonstrates to the Department's satisfaction that there will not be impacts associated with boat traffic or that these impacts can be offset, then please submit such, since this is not considered a closed issue. " By letter dated June 2, 1993, the Petitioner responded to the Department's May 19 letter. Paragraph 2 of the response states: Our client has agreed to put his half of the canal in a conservation easement without limiting the future construction of boat docks and the ability to obtain a permit for dredging maintenance of the canal. Also, he agreed to drive draft restricting pilings at the west end of the canal. In order to do this, our client is trying to get in touch with the owner of the south half of the existing canal. The construction of these pilings will depend on the adjacent lot owner's response. If required the "No Wake" sign will be installed. Deed restrictions requiring outboard lift units and maximum keel drafts will be provided." The adjacent lot owner is not cooperative with the Petitioner. The evidence establishes that permitting of this project will lead to increased boat traffic in the shallow bay, resulting in prop scarring of the bay bottom, erosion of adjacent shoreline, and damage to the wildlife habitat provided therein. The use of a draft restrictor appears to be integral to the Department and to the Petitioner's ability to protect the shallow bay from damage. Although discussed frequently, the Petitioner provided no detailed draft restrictor design until immediately prior to the hearing. The draft restrictor would limit boat passage in or out of the canal mouth unless the water depth was sufficient to prevent harm to the bay bottom. The greater evidence fails to establish that a draft restrictor placed at the opening to the canal into the shallow bay is sufficient to prevent damage to the bay habitat. Placement of a restrictor only at the mouth of the canal provides no protection to the marine resource once boaters exit the canal and are in the bay. The proposed marking of a "channel" which is marginally sufficient to permit access to deeper waters, fails to protect the resource. A draft restrictor at the canal mouth further provides no protection against damage caused by boaters returning from deeper waters who will be able to travel through the shallow bay before perhaps discovering at the canal mouth that the water is too shallow to permit passage over the restrictor. It is reasonable to assume at that point, the bay will have been damaged by the excessive draft. It is also reasonable to assume that the damage would be exacerbated by the boater who, unable to enter the canal, either exits the too shallow bay, or remains until the water rises sufficiently to permit passage over the restrictor. The evidence fails to establish that it is possible to police the users of the bay to provide that due care is used to prevent bay damage. The Petitioner asserts that the bay is already being used and damaged by other boaters. Even if correct, this project must meet the applicable criteria to be permitted. As set forth herein, the criteria are not met. Based on the evidence and on consideration and balancing of the following criteria, the project is not clearly in and is contrary to the public interest: WHETHER THE PROJECT WILL ADVERSELY AFFECT THE PUBLIC HEALTH, SAFETY, OR WELFARE OR THE PROPERTY OF OTHERS-- The Department does not assert that the project will adversely affect the public health, safety, or welfare or the property of others. WHETHER THE PROJECT WILL ADVERSELY AFFECT THE CONSERVATION OF FISH AND WILDLIFE, INCLUDING ENDANGERED OR THREATENED SPECIES, OR THEIR HABITATS-- The evidence establishes that the project will adversely affect the conservation of fish and wildlife, including endangered or threatened species, or their habitats. Pine Island Sound provides habitat for endangered species including manatees, roseate spoonbills, and wood storks. Additionally, bald eagles have been seen in the project site and Pine Island Sound. The direct loss of wetland habitat resulting from this project will adversely affect the conservation of such species. The Petitioner presented no credible evidence to the contrary. The increased boat traffic which may reasonably be expected to result from award of the permit sought will cause damage to the shallow bay waters and result in harm to the health and function of the bay habitat. WHETHER THE PROJECT WILL ADVERSELY AFFECT NAVIGATION OR THE FLOW OF WATER OR CAUSE HARMFUL EROSION OR SHOALING-- The Notice of Permit Denial suggests a likelihood of turbidity-related water quality violations which could result from unstabilized fill, the adverse floristic impact caused by fill washout into adjacent wetlands, the loss of the filtering benefits provided via the filled wetlands and the adverse impact on wildlife habitat. The evidence establishes that the parties have resolved concerns related to the mitigation of the wetlands lost and impacted by the fill. The Department does not currently assert that the project will adversely affect navigation or the flow of water or cause harmful erosion or shoaling. The greater weight of the evidence establishes that the project will increase travel through the shallow bay to adjacent waters by boaters residing in the project. The prop dredging which will occur in the shallow water will result in harmful erosion of the bay bottom. WHETHER THE PROJECT WILL ADVERSELY AFFECT THE FISHING OR RECREATIONAL VALUES OR MARINE PRODUCTIVITY IN THE VICINITY OF THE PROJECT-- The project will likely result in an increase in the number of boaters utilizing the bay and adjacent waters. The turbidity caused by prop dredging in the bay will degrade the water quality and adversely affect the productivity of the impacted marine resource, in turn reducing the fishing values in the vicinity of the project. The Petitioner presented no credible evidence to the contrary. WHETHER THE PROJECT WILL BE OF A TEMPORARY OR PERMANENT NATURE-- The project will cause a permanent alteration to the existing condition of the property and will cause a continuing adverse impact to the affected area. WHETHER THE PROJECT WILL ADVERSELY AFFECT OR WILL ENHANCE SIGNIFICANT HISTORICAL AND ARCHAEOLOGICAL RESOURCES UNDER THE PROVISIONS OF S. 267.061-- The Department does not assert that this project will adversely affect or will enhance significant historical and archaeological resources. THE CURRENT CONDITION AND RELATIVE VALUE OF FUNCTIONS BEING PERFORMED BY AREAS AFFECTED BY THE PROPOSED ACTIVITY-- The current condition and relative values of the functions being performed in the affected areas will be adversely affected by the granting of this application. The project will result in an adverse impact to and degradation of an Outstanding Florida Water. The Petitioner presented no credible evidence to the contrary. The evidence establishes that adverse secondary and cumulative impacts will result from permitting this project. Aside from the adverse affect of increased boating related to residents of the development, it is reasonable to expect that similarly-situated applicants could seek permits under these circumstances, resulting in additional boating activity and related damage to an Outstanding Florida Waterbody.
Recommendation Based on the foregoing, it is hereby RECOMMENDED that the Department of Environmental Protection enter a Final Order denying the application of Pine Island Properties, Ltd., for a water quality certification permit in DEP File No. 362004755. DONE and ORDERED this 28th day of March, 1994, in Tallahassee, Florida. WILLIAM F. QUATTLEBAUM Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, FL 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 28th day of March, 1994. APPENDIX TO RECOMMENDED ORDER IN CASE NO. 93-2713 The following constitute rulings on proposed findings of facts submitted by the parties. Petitioner The proposed findings of fact are accepted as modified and incorporated in the Recommended Order except as follows: 1. Rejected, unnecessary. 12. Rejected. Evidence is insufficient to determine whether use of bay by public is "regular." Rejected. The map attached to the application identifies 23 homesites. The Notice of Permit Denial references 23 homesites. Petitioner's exhibit 92 is a set of drawings which indicate 24 homesites, however it is unclear as to why the lots were replatted. Rejected as to reference to South Florida Water Management District, irrelevant. Rejected, subordinate. Rejected The greater weight of the evidence establishes that the project is contrary to public interest. Rejected, argumentative, subordinate. Rejected, irrelevant. Rejected, the greater weight of the evidence establishes that this was the first detailed drawing of the draft restrictor. 32-33. Rejected, irrelevant as to whether project meets permitting criteria. 37-38. Rejected, unnecessary. 39-40. Rejected. The evidence fails to establish that filling in the canal is the "only solution" suggested by the Department. 42. Rejected as to assertion that the Department did not question the conclusion or accuracy of the Petitioner's water depth study, contrary to evidence including the Department's site visit. The conclusion to which the Department agreed is that "local knowledge, proper tidal conditions and informed operators would be essential to a safe and non-habitat damaging passage from the canal mouth to the deeper waters of Pine Island Sound." Rejected, contrary to the greater weight of evidence. Rejected, contrary to the greater weight of evidence. The Department noted in correspondence that monitoring would not protect the resource. 46-48. Rejected The easement has not been executed or recorded. Rejected. Contrary to the greater weight of the evidence. Nothing in the correspondence indicates that all other issues have been resolved. Rejected, immaterial. 56. Rejected, irrelevant. The easement has not been executed or recorded. 57-58. Rejected, immaterial. 60-61. Rejected. Contrary to the greater weight of the credible and persuasive evidence. The testimony of the cited witness is not credited. 62. Rejected, immaterial. Respondent The proposed findings of fact are accepted as modified and incorporated in the Recommended Order except as follows: 15. Rejected, contrary to the greater weight of the evidence. There is no citation to record to support the recalculation. 23. Rejected, contrary to evidence which establishes that the Notice of Permit Denial was issued on March 12, 1992. COPIES FURNISHED: Virginia B. Wetherell, Secretary Department of Environmental Protection Twin Towers Office Building 2600 Blair Stone Road Tallahassee, FL 32399-2400 Kenneth Plante, General Counsel Department of Environmental Protection Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Harry Blair, Esquire BLAIR & BLAIR, P.A. 2138-40 Hoople Street Fort Myers, Florida 33901 John L. Chaves, Esquire Department of Environmental Protection 2600 Blair Stone Road Tallahassee, Florida 32399-9730
Findings Of Fact On March 10, 1986, Respondents, Charles R. Moeller and Julia Moeller (Applicants) entered into a consent order with Respondent, Department of Environmental Regulation (Department) pursuant to which their request for an "after the fact" permit to construct an 5-slip docking facility in Florida Bay, Upper Matecumbe Key, Monroe County, Florida, was granted. Petitioners, James E. Williams and Charles W. Causey (Protestants) filed a timely request for formal administrative review of the Department's action. The Applicants are the owners of a 2.2 acre parcel of property situated on the northwestern side of central Upper Matecumbe Key, with approximately 280' frontage on Florida Bay. Since 1983, the Applicants have sought authorization to construct a multi-family dock facility for use in conjunction with their plans to develop the uplands as a condominium community. Protestants, James E. Williams and Charles W. Causey, are neighbors of the Applicants. Mr. Williams' property abuts the north boundary of Applicants' property, and extends northerly with 230' frontage on Florida Bay. Mr. Causey's property abuts the north boundary of Mr. Williams' land, and extends northerly with 230' frontage on Florida Bay. Protestants have used, and use, the waters adjacent to their residences, the project site, and Florida Bay for fishing, swimming, boating and other recreational pursuits. Protestants have standing to maintain this action. Background On February 28, 1983, Applicants filed their first request with the Department and the Army Corps of Engineers (Corps) for authorization to construct a docking facility to serve their proposed uplands development. That application sought authorization to construct a 10-slip docking facility, roughly "L" shaped, with a main pier extending into Florida Bay in a westerly direction and measuring 90' by 5', and the terminal section of the dock running southerly parallel to the shore line and measuring 100' by 5'. A row of 11 mooring piles spaced 10' apart, 20' landward of the terminal section of the dock, formed the 10 boat slips. As proposed, the facility was less than 1,000 square feet (sq. ft.), and exempt from the Department's permitting requirements. 1/ The Corps declined, however, to permit the facility as proposed. Noting that "a mixture of lush vegetation including mixed searasses and the hard corals" was located in the 2' to 3' MLW (mean low water) docking area, the Corps requested that the Applicants extend their pier further offshore to create dockage in waters of no less than -5' MLW depth. Consistent with the Corps' request, Applicants modified their proposal by extending their pier 170' offshore. In all other respects, their proposal remained unchanged. On August 12, 1983, Applicants received Corps' approval for their modified docking facility; however, their extension of the pier increased the docks' square footage to over 1,000 sq. ft., and subjected the project to the Department's permitting requirements. Accordingly, on October 7, 1983, Applicants filed a request with the Department for authorization to construct the dock facility approved by the Corps. On November 7, 1984, the Department issued its intent to deny the requested permit predicated on its conclusion that, inter alia, degradation of local water quality was expected, as well as destruction of marine habitat and productivity to such an extent as to be contrary to the public interest. Although advised of their right to request formal administrative review of the Department's proposed action. /2 Applicants took no action. On December 13, 1984, the Department entered a final order, which adopted the reasons set forth in its notice of intent to deny, and denied the Applicants' requested permit. The current application On January 24, 1985, Applicants filed their request with the Department for authorization to construct the docking facility which is the subject matter of these proceedings. The application sought permission to construct an 8-slip 3/ docking facility of the same configuration as previously applied for, but with a main pier measuring 170' by 4', and a terminal section of 79' by 4'. A row of 9 mooring piles spaced 10' apart, 20' landward of the terminal section of the dock, formed the 8 boat slips. Applicants still proposed the same wood construction, and wood dock piles, as well as using the terminal section of the dock as a batterboard type breakwater by attaching heavy boards to the waterward side of the dock. 4/ As proposed, the dock facility was less than 1,000 sq. ft. and exempt from the Department's permitting requirements. Accordingly, on January 30, 1985, the Department issued the Applicants a copy of their application marked "EXEMPT FROM DER D/F PERMITTING PER FAC RULE 17-4.04(9)(c)," and apprised the Applicants of the need to secure approval from the Department of Natural Resources (DNR) for use of state-owned submerged lands. Applicants promptly applied for DNR approval. On February 22, 1985, they received their first completeness summary, which was responded to on April 26, 1985, and on September 4, 1985, they received their second completeness summary, which was responded to on October 15, 1985. Finally, on December 5, 1985, Applicants received DNR approval conditioned upon Applicants execution and recording of a 10' conservation easement along the shoreward extent of Applicants' property to prevent the construction of any further dock facilities. Applicants duly executed and recorded the conservation easement. On December 24, 1985, Applicants received their Monroe County building permit, and commenced construction on January 22, 1986. On January 23, 1986, Protestants contacted the Department's local environmental specialist, David Bishof, to complain of the construction. Mr. Bishof promptly telephoned the applicant, Mrs. Moeller, and advised her that the subject waters had been designated Outstanding Florida Waters (OFW), and that docks in excess of 500 sq. ft. were no longer exempt. 5/ At this point in time, only 6-8 pair of pilings had been set. Notwithstanding Mr. Bishof's advice, Applicants continued to construct the dock facility until all pilings were in place and 500 sq. ft. of the main pier area was decked. On March 10, 1986, the Department and Applicants entered into the consent order which is the subject matter of these proceedings. That order granted the Applicants an "after the fact" permit to construct their 8-slip docking facility, and granted substantially affected persons the right to petition for formal administrative review. The project site The waters of Florida Bay which abut the Applicants' 280' shoreline are classified as Class III waters and have, since May, 1985, been designated as Outstanding Florida Waters (OFW). At Applicants' shoreline, erosion has cut an escarpment into the limestone such that the land's elevation drops abruptly from approximately 1' above MH to 2'-3' below MHW. Along much of the shoreline, erosion has undercut the limestone, forming small cliffs with an overhang of up to 5'. Very little vegetation exists on the exposed edge of the solution-faced limestone which forms the Applicants shoreline. What does exist consists of a few moderate to small red and black mangrove trees. On the face of the shoreline escarpment a rich biota is found, which includes star arene, bearded periwinkles, and star coral. A narrow band of turtlegrass, with some Cuban shoalweed, is found at the base of the escarpment. At 50' from shore along the path of the proposed pier, 6/ the depth is 4+- MHW and the bottom consists of gently sloping bedrock, with a thin layer of sediment. Sparse vegetation, consisting of patches of turtlegrass and Bataphora are found at this point, along with a healthy fauna community consisting of numerous sponges and moderate sized colonies of star coral. At a distance of 100' along the proposed dock route, the bottom is covered by a thin layer of sediment which allows for a fairly constant growth of turtlegrass. Depths at this point are approximately 6' MHW. The turtlegrass bed continues to the end of the proposed dock and generally covers the entire proposed docking area. Depths in the proposed docking area range between 6'-7' MHW. Lobster frequent the area, together with fish common to the Florida Keys. Areas of concern The only permit application appraisal conducted by the Department was done in connection with the Applicants' October 7, 1983 permit request, and at a time when the waters of Florida Bay did not carry the OFW designation. At that time, the Department's environmental specialist, David Bishof, found that: The proposed dock, along with the boats moored to it, when it is complete and in use, can be expected to shade approximately 2,000 ft 2 of seafloor. Much of the area that will be shaded, is covered by seagrass. A general decline in the quantity of seagrass in the shaded areas, can be expected to result from the project. With the loss of seagrass vegetation in the marina area, will also be the loss of the functions of habitat, sediment stabilization, primary production and pollution filtration. Activities that can normally be expected to be associated with the use of the proposed dock will result in the discharge of toxic metals, hydrocarbons, organic debris, detergents and miscellaneous trash. With a dock of the size being proposed, the above discharges are expected to be moderate in magnitude, but will probably not lower water quality below class III standards. These findings were not disputed in this proceeding. Although the dock area has been reduced from 100' to 79' in length, from 5' to 4' in width, and the number of boat slips from 10 to 8, the proposed dock, with the boats moored to it, can still be expected to shade approximately 1,900 sq. ft. of seafloor. 7/ This shading effect will result in the general decline in the quantity of seagrass in the dock area, and the consequent loss of habitat, sediment stabilization, primary production, and pollution filtration. Loss of seagrass in the dock area and surrounding area will be intensified by "prop dredging" and "scaring" due to seasonal tidal fluctuations of 1-3 feet. As sited, the proposed docks are located in waters of 6'- 7' NHW depth, as opposed to the 5' NLW depth recommended by the Department and the Corps. Other environmental consequences associated with the proposed facility include the discharge of hydrocarbons, toxic metals, detergents and organic debris into the surrounding waters. Mr. Bishof described these discharges as "moderate in magnitude" in his November, 1983 appraisal and concluded that they "will probably not lower water quality below class III standards." At hearing, with Florida Bay now designated OFW, Mr. Bishof again characterized the discharges as "moderate in magnitude" and opined that OFW standards would not be violated. While Florida Bay is a vast body of water, which offers the opportunity for pollutant dilution, the waters in the area of the proposed facility are relatively shallow and lacking in strong currents; conditions- conducive to pollutant buildup. There has been no appraisal of the proposed project since November, 1983, 8/ and no substantive evidence that the hydrography of the waters in the area is adequate to control pollutant buildup. Consequently, Mr. Bishof's opinion cannot be credited. Under the circumstances, Applicants have failed to provide reasonable assurances that the proposed facility will not violate state water quality standards. Public interest In considering whether a project is clearly in the public interest, Section 403.918(2)(a), Florida Statutes establishes seven criteria which must be considered and balanced. That subsection provides: In determining whether a project is not contrary to the public interest, or is clearly in the public interest, the department shall consider and balance the following criteria: Whether the project will adversely affect the public health, safety, or welfare or the property of others; Whether the project will adversely affect the conservation of fish and wildlife, including endangered or threatened species, or their habitats; Whether the project will adversely affect navigation or the flow of water or cause harmful erosion or shoaling; Whether the project will adversely affect the fishing or recreational values or marine productivity in the vicinity of the project; Whether the project will be of a temporary or permanent nature; Whether the project will adversely affect or will enhance significant historical and archaeological resources under the provisions of s. 267.061; and The current condition and relative value of functions being performed by areas affected by the proposed activity. The proposed project was not shown to promote any of the seven criteria. It would not, however, adversely affect the public health, safety or welfare or the property of others; adversely affect navigation or the flow of water or cause harmful erosion or shoaling; or adversely affect significant historical and archaeological resources. The relative condition of the vegetation and marine life in the area was shown to be good. Overall, the project was shown to be permanent and to have an adverse impact on the conservation of fish, habitat, marine productivity and recreational values. On balance, the proposed project is not clearly in the public interest, and no evidence was presented to mitigate its adverse impacts. Cumulative impact Section 403.919, Florida Statutes, mandates that the Department consider the cumulative impact of the proposed project in deciding whether to grant or deny a permit. Currently, there are no other projects existing, under construction, or for which permits or jurisdictional determinations have been sought, nor are there any projects under review, approved or vested, within one mile of the project site. Accordingly, cumulative impact is a neutral factor in the evaluation of the proposed project.
