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 Max and Anne Makowsky (Respondents Makowsky) are the owners of real property located at Lot 5, Block 35, Venetian Shores Subdivision, Plantation Key, in unincorporated Monroe County, Florida. Respondents Makowsky's property is located in the Florida Keys Area of Critical State Concern. On November 20, 1992, Monroe County, Florida (Respondent County) issued a building permit, Building Permit No. 9230008125, to Respondents Makowsky. The permit authorized Respondents Makowsky to construct and place on their property a boat ramp which measures six feet by thirty feet. Petitioner received a copy of the Building Permit from Respondent County on November 24, 1992. Submerged lands adjacent to Respondents Makowsky's property are owned by the State of Florida. The boundary between the State's submerged lands and Respondents Makowsky's property is the mean high water line. Twenty feet of the proposed boat ramp would extend below the mean high water line. The twenty feet would lie over submerged lands. Chapter 9.5, Monroe County Code, contains Respondent County's Land Development Regulations. Section 9.5-345(m) contains the environmental design criteria applicable to submerged lands in Respondent County. Section 9.5-345(m) provides in pertinent part: All structures on any submerged lands and mangroves shall be designed, located and constructed such that: * * * * No structure shall be located on sub- merged land which is vegetated with sea grasses except as is necessary to reach waters at least four (4) feet below mean low level for docking facilities; No docking facility shall be developed at any site unless a minimum channel of twenty (20) feet in width where a mean low water z depth of at least minus four (4) feet exists. In the permit application, Respondents Makowsky provide that the intended use for the ramp is to launch a windsurfer and a small inflatable boat or dinghy. Respondents Makowsky's dinghy has a motor with a shaft which extends two and one-half feet below the boat's water line. As the proposed boat ramp would allow access to the water via watercraft, the term "docking" facility," as used in Section 9.5-345(m), is applicable to Respondents Makowsky's proposed ramp. The submerged land adjacent to Respondents Makowsky's property is very shallow and heavily populated by sea grass, i.e. turtle grass. The turtle grass areas serve as nursery grounds and provide food and shelter for juvenile fish and invertebrates. These habitat values increase when coupled with the mangrove fringe (the roots of mangroves) located along the area. The mangrove roots also provide food and shelter for the juvenile fish and invertebrates. The turtle grass would be adversely impacted by the ramp itself if the proposed ramp was approved and constructed. The structure itself would shade out the needed sunlight to the grasses underneath the boat ramp, causing those grasses to die. Also, the use of the ramp to dock small boats would adversely impact the turtle grass. The bottom of the submerged land is a very loose, calcarious substrate. Launching a boat would cause the sand to "kick up" (lift up). When the sand comes down, it would settle on the turtle grass and smother it because there would be no way for the turtle grass to clean itself. Further, using a motorized boat, as Respondents Makwosky's, would cause "prop dredging" to occur, harming the turtle grass. In "prop dredging," the motor's propeller would destroy the grasses directly by tearing them up or destroy the grasses over a period of time through siltation after churning up the sand from the substrate. The mean low water depth, i. e., the average mean low tide, at the terminal end of the proposed ramp is less than four feet. In the permit application, the depth at the end of the ramp is indicated to be zero feet mean low water. Petitioner estimates the water depth at low tide as between one foot and two feet. The proposed ramp site is not located at a channel of twenty (20) feet in width where a mean low water depth of at least minus four (4) feet exists. Respondents Makowsky have boat access through a boat basin approximately 320 feet to the southwest of their property. The boat basin is located in their Subdivision. A slip in the boat basin is assigned to Respondents Makowsky and they are entitled to use it.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is recommended that the Florida Land and Water Adjudicatory Commission enter a final order DENYING Monroe County Permit No. 9230008125. RECOMMENDED this 22nd day of December, 1995, in Tallahassee, Leon County, Florida. ERROL H. POWELL, Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 2nd day of December, 1995. APPENDIX TO RECOMMENDED ORDER, CASE NO. 93-1317DRI Petitioner's proposed findings of fact 1 - 13 have been adopted in substance, although not verbatim, in this recommended order. COPIES FURNISHED: Bob Bradley, Secretary Florida Land and Water Adjudicatory Commission Executive Office of The Governor 1601 Capitol Tallahassee, Florida 32399 Gregory C. Smith, Esquire Governor's Legal Office 209 The Capitol Tallahassee, Florida 32399-0001 James F. Murley, Secretary Department of Community Affairs 2740 Centerview Drive Tallahassee, Florida 32399-2100 Dan Stengle General Counsel Department of Community Affairs 2740 Centerview Drive Tallahassee, Florida 32399-2100 Karen Brodeen Assistant General Counsel Department of Community Affairs 2740 Centerview Drive Tallahassee, Florida 32399-2100 Stephanie Gehres Assistant General Counsel Department of Community Affairs Marathon Regional Service Center Suite 212 2796 Overseas Highway Marathon, Florida 33050 Max and Anne Makowsky 1900 Glades Road, Suite 245 Boca Raton, Florida 33431 Carolyn Dekle, Director South Florida Regional Planning Council 3400 Hollywood Boulevard Suite 140 Hollywood, Florida 33021 James T. Hendrick, Esquire Morgan & Hendrick 317 Whitehead Street Key West, Florida 33041-1117 Bob Herman, Director of Growth Management Monroe County Regional Service Center 2798 Overseas Highway Marathon, Florida 33050-2227
Findings Of Fact Based upon my observation of the witnesses and their demeanor while testifying, the arguments of counsel and the entire record compiled herein, the following relevant facts are found. Harriet Stokes purchased the Largo Motel during August of 1967. The motel consisted of six (6) units with a boat basin and dock which adjoined the site. When the property was purchased, the boat basin was navigable from the motel to the open waters of Tarpon Bay. Tarpon Bay is a Class III water body. A representative number of Ms. Stokes' residents and patrons bring in trailered boats ranging in size, approximately fourteen (14) to eighteen (18) feet. Since approximately 1974, silting has occurred in the basin in the immediate area approaching the dock area. The silting has rendered the dock virtually unnavigable except in cases where boat owners are able to access the open waters by poling". Evidence reveals that a number of boat owners have broken their propellers attempting to gain access to the open waters of Tarpon Bay. Based thereon, residents are cautioned against attempting to launch boats from the dock area, which has resulted in a decline of Respondent's fish and pleasure boating guests (Testimony of Harriet Stokes). Johnny DeBrule, the Heavy Construction Superintendent for the Upper Keys Marine Construction Company, Key Largo, Florida, was consulted by Respondent Stokes for completion of the dredging work called for in the subject application. Mr. DeBrule gave his opinion that the subject project could be excavated with a backhoe equipped with a material handling bucket with minimal interruption to the adjacent waters. Richard Dumas, an Environmental Specialist employed by the Department since approximately November, 1977, conducted the initial field site inspection which resulted in the Department's first report recommending issuance of the permit application (Respondent's Exhibit 1). Mr. Dumas testified that he failed to consider the proper standards when he initially issued his first site inspection report which recommended approval of the project as applied for. Dumas was part of the inspection team which included Messrs. Michael Nowicki, Curtis Kruer, and Attorney Ray Allen. After the second field inspection survey was made during December, 1979, the team unanimously concurred that the project as applied for did not entail maintenance dredging and, further, that based upon an in-depth inspection during the second visit, the project, as applied for, was not permittable. Mr. Dumas's earlier recommendation which favored the approval of the subject project was prompted in large part by the policy consideration of the economic viability of Mrs. Stokes' motel enterprise. Michael Nowicki (Nowicki), a Dredge and Fill Supervisor employed by the Department in its Punta Gorda office, is in charge of processing short form dredge and fill applications. As part of his employment duties, Nowicki makes recommendations to the District Manager on short form applications and as part of this review process has reviewed and appraised approximately three thousand (3,000) dredge and fill applications. Nowicki was involved with the formulation and review process of the subject application. During the inspection on this project on December 10, 1979, the dredging was determined not to be "maintenance dredging" since the dredging "would occur in an area of exposed caprock bottoms situated approximately six (6) to nine (9) inches below the surface waters and would result in the destruction and elimination of the thriving benthic community" (Testimony of Kruer, Nowicki and Dumas). In this regard, during May of 1979, Dumas conducted water samplings in the immediate areas of the proposed project and noted that there was a very diverse and productive benthic algal community which was surviving on the nursery and feeding grounds supplied by the grass flats and natural shorelines (Testimony of Dumas and DER Exhibits 10 and 11). Subsequent inspections by Curtis Kruer corroborate this fact. Curtis Kruer, an Environmental Specialist received as a marine biology expert in this proceeding, performed an on-site inspection of the proposed project on December 6, 1979. Kruer made several probings in the area and found that natural caprock was present in the very shallow areas of the bay bottoms. He found that approximately 70 percent of the area was very diverse and highly vegetated. For example he found that the bay bottom is composed of approximately 30 percent benthic algae, 30 percent silt and organic detritus, and approximately 40 percent sea grasses. The most abundant seagrasses were turtle grass with a small amount of Cuban shoalgrass near the boat ramp. Kruer noted that the vegetated bottoms serve as nursery grounds for the area's marine community which consisted of several varieties of juvenile commercial and recreational fish and shellfish (DER Exhibit 11). Kruer noted that adjoining dredged areas immediately adjoining the proposed project have not revegetated and that there are thick layers of silt and organic materials on this site. He further noted that the project would conflict with the natural shoreline and that there were reasonable alternatives which would provide favorable and less destructive uses for the Petitioner's boat basin. Among the alternatives suggested by Kruer was a boat dock with piers supported by pilings of adequate depth in the project's bay bottoms (DER Exhibit 11). Finally, Kruer noted that the proposed dredged area contains productive vegetated benthic communities which will only revegetate, if at all, over extended periods of time (DER Exhibit II).
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is hereby RECOMMENDED that the Department enter its final order denying the application for a permit to dredge approximately 5,400 square feet of silt from the boat basin at Largo Lodge, Key Largo, Monroe County, Florida. RECOMMENDED this 22nd day of April, 1980, in Tallahassee, Florida. JAMES E. BRADWELL Hearing Officer Division of Administrative Hearings Room 101, Collins Building Tallahassee, Florida 32301 (904) 488-9675 COPIES FURNISHED: Ms. Lucile Keely 5797 La Luneta Avenue Miami Florida 33155 Michael Egan, Esquire ROBERTS & EGAN, P.A. Post Office 1386 Tallahassee, Florida 32301 H. Ray Allen, Esquire William W. Deane, Esquire Assistant General Counsel Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 Jacob R. Varn, Secretary Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301
Findings Of Fact The applicant proposes to construct a concrete boat ramp on the south bank of the Eau Gallie River in Brevard County. The Eau Gallie River is a tributary of the Indian River and is a Class III water body as defined in Chapter 17-3, Florida Administrative Code (F.A.C.). 1/ The ramp would be 17 feet wide and 64 feet long. Approximately half the length would extend into waters of the Eau Gallie River over which DER has. Jurisdiction under Chapters 403 and 253, F.S. The construction would involve the removal of 47 cubic yards of soft bottom material waterward of ordinary high water and the filling of 35 cubic yards of compacted material also waterward of ordinary high water. In addition, 38 cubic yards would be excavated landward and 72 cubic yards would be filled landward of ordinary high water. The boat ramp is to be a private facility not once to the general public. The applicant sought this permit in conjunction with the upland development of its river front property. The applicant's property extends for approximately one-half mile along the north bank of the Eau Gallie River. At build out, the applicant estimates that the property will contain several hundred apartment units which may eventually be converted to condominiums. The lessees or condominium owners would have access to the proposed boat ramp. Petitioner, Tom Hall, is an adjacent property owner who is concerned that increased boat traffic on the Eau Gallie River in the vicinity of the boat ramp would adversely impact manatee and other wildlife and marine resources. At various times of the year, manatees can be observed in the Eau Gallie River in the vicinity of the proposed boat ramp. The river also contains a variety of fish and supports a local population of water fowl. The river in the vicinity of the proposed boat ramp is generally not more than one to two feet in depth. The boat ramp is designed to launch only small craft such as canoes, rowboat or jonboats with small trolling motors. The application does not request the issuance of a permit to dredge a navigational channel to enable the beat ramp to accommodate larger power craft. The testimony of DER's expert witness established that the small craft which could be launched from the boat ramp would not pose a threat to the manatees that frequent the area. Rather, it is the larger power boats that endanger this marine mammal. There are no other wildlife or marine resources which would be impacted significantly by the construction of the boat ramp. Additionally, it should be noted that this project would benefit the several hundred residents of Brevard County who would eventually have access to the boat ramp. The testimony of DER's expert witness established that there would be no long-term violations of DER water quality standards as a result of the construction and use of the boat ramp. Short-term impact during construction would be minimal since turbidity screens are to be employed. Thus, the applicant has provided reasonable assurance that the short-term and long-term effects of the construction and use of the boat ramp will not result in violation of DER's water standards. It is important to note that, as long as no dredging of filling is involved, there is no legal impediment preventing riparian landowners from launching boats from their river front property or engaging in recreational boating activities in the portion of the boat ramp could cause continuous turbidity problems and damage valuable habitat along the river front. By confining the alteration of the littoral zone to such a small area as that involved in the application and thus guaranteeing adequate, comfortable access for the riparian owner, the survivability of the remaining littoral in its natural state would be significantly enhanced. Petitioner Hall theorizes that boats who would otherwise use downstream public boat ramps will instead launch at the site of the proposed ramp. However, there was no evidence submitted to support this theory. Given the ease with which small boats could be launched without any ramp at this site, it does not appear that the ramp itself would generate additional activity involving canoes and other small craft. Since the launching of power boats is not feasible because of the shallow river depth, such traffic is not likely to be affected by construction of the proposed ramp.
The Issue Whether Respondent, while acting as pilot aboard the M/V Itanage in the St. John's River, Jacksonville, Florida on August 29, 1990, engaged in a practice which did not met acceptable standards of safe piloting. (F.S.A. s. 310.101(1)(k))
Findings Of Fact Respondent is, and has been at all times material hereto, a licensed pilot in the State of Florida. (Petitioner's Request for Admissions paragraph 1) Respondent has been issued license number SP0000032. (Petitioner's Request for Admissions paragraph 2) On or about August 29, 1990, Respondent was piloting the M/V Itanage outbound in Jacksonville, Florida. (Petitioner's Request for Admissions paragraph 4) The Itanage is a 12,000 gross ton, Brazilian registered diesel powered container vessel. (Transcript p. 164) From May 1988 to August 1990 the Itanage entered and exited the port of Jacksonville under pilotage fifteen times without navigational incident. (Transcript pp. 21, 22) The same crew abroad the Itanage at the time of the allision was on the Itanage on its previous voyage of the Itanage. (Transcript p. 22) Respondent has piloted the Itanage or similar vessels many times previously. (Transcript p. 355) The Itanage was equipped with an overhead rudder angle indicator which is visible from the bridge wing. The rudder angle indicator exhibits the degree angle of the rudder and is color coded red for port and green for starboard so the pilot can glance up and see whether port or starboard rudder is applied. 2/ (Transcript pp. 166, 167) Each bridge wing of the Itanage was equipped with an RPM indicator which shows whether the engine was going ahead or astern and the number of revolutions per minute. (Transcript p. 168) The Itanage was equipped with an engine room telegraph which was operated by the second mate to communicate engine commands to the engine room. 3/ On August 29, 1990, the docking master, Captain Meers, undocked the vessel from Jacksonville Port Authority berths 3 and 4, turned, headed down the river on slow ahead, and disembarked around Coastal Petroleum. (Statement of Captain Steele; DPR Report, p. 2) Respondent assumed responsibility for directing the ship at 1454 hours with the vessel parallel to and favoring the west bank of the river. (Statement of Captain Steele; DPR Report, p. 8; engine bell book, Transcript p. 175) It was a clear day, the ride was at or near slack water, the weather was perfect. (Transcript pp. 92. 169, 170, 198) Respondent gave commands to the second mate who remained positioned by the engineroom telegraph on the bridge. The second mate repeated the commands in English then repeated the commands to the helmsman in Portuguese. (Transcript pp. 195, 337); Statement of Second Mate) The second mate spoke very little English and the helmsman did not speak any English. (Transcript p. 331) At 1454 the Respondent ordered course 320 degrees and slow ahead, which was executed. At approximately 1456, Respondent ordered a course of 310 degrees and full speed ahead. (Transcript pp. 82, 83, 191, 192; DPR Report p. 8; engine bell book; Statements of the Second Mate, Helmsman, Master, and Chief Mate; Statement of Captain Steele) Respondent's orders issued at 1456 were executed, and the engine speed was set at full ahead and the Helmsman steered 310 degrees. (Transcript p. 186; DPR Report p. 8; Statements of the Second Mate, Helmsman, Master, and Chief Mater; engine bell book; Statement of Captain Steele; Petitioner's Request for Admissions paragraph 8) Respondent was in the wheelhouse and observed the master-gyro-compass. (Transcript p. 331; Statement of Captain Steele) Because the view forward was blocked by the deck cargo, Respondent went to the starboard wing to observe Buoy 71. (Statement of Captain Steele) At 1455 Respondent ordered "10 degrees port" from the starboard wing. (Transcript pp. 337, 338; Statements of the Second Mate, Helmsman) The helmsman steered 10 degrees to port (left). (Transcript p. 192; Statements of the Second Mate, Helmsman) After the order of "10 degrees port", Respondent remained on the starboard wing and had a radio conversation using a hand held marine radio with the master of the tug "Ann Moran" which took approximately 45 seconds about a ship they had handled the previous day. (Transcript pp. 338, 340, 247) At 1456 as Itanage approached Buoy 71, at point "D" on Hearing Officer Exhibit 1, from the starboard bridge wing, Respondent ordered hard right (starboard) rudder and engine ahead full. (Transcript p. 343) This was to start the turn around Buoy 71. (Transcript p. 384) Captain Steele did not at that time, however, go to the pilot house. Captain Steele remained on the wing to observe the response of the vessel. (Transcript p. 395) After a few seconds, Captain Steele observed the bow of the vessel swinging to port (left) not to starboard (right). (Transcript p. 345) He immediately rushed to the pilot house, repeating his hard starboard (right) rudder order as he did so. (Transcript p. 345) The rudder angle indicator in the pilot house, however, indicated the actual position of the rudder was passing from port (left) 20 degrees to starboard when Captain Steele entered the pilot house. (Transcript p. 345) Captain Steele did not alter the prior order for ahead full. Captain Steele reached the helm console and grabbed the helm. By that time, the helm was already in the hard starboard position. The only explanation as to how the rudder got to 20 degrees port (left) was that when Captain Steele gave the command hard to starboard, the helmsman actually went hard to port (left), then the helmsman realized his error and was correcting it when Captain Steele entered the pilot house. No one suggests that any other command was given which would account for the port swing of the vessel. (Transcript p. 235) Captain Steele again went to the wing to observe the response of the vessel. When it became apparent the vessel would not make the turn, Steele ordered full astern and ordered both anchors dropped. The vessel continued to make way in a sweeping curve alliding with the Shell Oil Terminal on the western edge of the Chaseville turn at approximately 1459 hours. The allision was not caused by a mechanical failure, weather, or tide. (Transcript p. 69). The allision was set up by the helmsman's turning the ship to port (left) instead of starboard (right). However, the Respondent contributed to this error by failing to give the steering command, "Right, full rudder," as required by the Rules of Road. See 33 USC 232. The Coast Guard conducted an investigation and prepared a report (Petitioner's Exhibit 1), the second page of which is a data sheet taken from the ship's bridge. This data sheet contains a diagram of the ship's turning circle to both port (left) and starboard (right) at half and full speeds. An overlay in proper scale was prepared and attached to Hearing Officer Exhibit 1 at the point where the turn was executed, Point D. The scaled extract of the Coast Guard report is attached to the back of Hearing Officer Exhibit 1. The overlay reveals that the vessel could not make the turn at full speed from Point D because the vessel's course takes it almost exactly to the point of allision. If the vessel's course is offset slightly to the left due to the helmsman's mistake and the vessel's turning circle adjusted for less speed, as would have occurred if the vessel went from half speed to full speed when the order for the turn was given, the vessel's projected track would again place the vessel at the point of the allision. The primary cause of the allision was Respondent's use of full speed in the turn. Although there was controversy about whether the vessel proceeded north the entire way at full speed or whether full speed was ordered as the turn was ordered approaching Buoy 71 (Point D on Hearing Officer Exhibit 1), there is no controversy that Captain Steele intended to execute the turn at full speed. The distance from where Captain Steele assumed control of the ship to where it came to rest is approximately 1 and 1/8 nautical miles. According to the logs, the vessel covered this distance in between four and five minutes. In order to cover that distance in that time, the ship was at or close to its full speed, adjusted for a dirty hull, of 15 knots. The advance and transfer of the ship was extended at full speed in such a way that the vessel could not make the turn in the sea room available. Referring again to the overlay, the vessel could have turned within the searoom available from Point D at half speed. The ship might have completed the turn at half speed from a point left of and forward of Point D, its track as the result of the helmsman's error, particularly with the reserve of thrust available to assist in turning after the emergency developed. The Chaseville turn is a tight turn without a great amount of sea room, and requires care to be exercised by pilots. (Transcript pp. 354, 362, 170, 171). The Respondent's failure to maintain proper speed caused the allision with the Shell Oil Terminal.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law set forth herein, it is, RECOMMENDED: That the Board of Pilot commissioners issue a final order suspending Captain Henry A. Steele for three (3) months and levying a civil penalty of $5,000 against him. DONE and ENTERED this 3rd day of June, 1992, in Tallahassee, Florida. STEPHEN F. DEAN, 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 3rd day of June, 1992.
Findings Of Fact At all times here relevant Respondent was licensed by Petitioner as a Tampa Bay pilot. On the morning of January 6, 1982, Respondent boarded the S.S. VERA CRUZ-1 to pilot the ship into Tampa Bay. Although the Administrative Complaint alleges the S.S. VERA CRUZ-1 was outbound from Tampa, the evidence was undisputed that the ship was inbound and the grounding occurred while the pilot was changing course to the right while attempting to go from Cut F channel into the Gadsden Cut channel some 80 degrees to the right of Cut F. The allegation that the ship was outbound is not material to the charge of negligence and will be disregarded. Exhibit 5, a copy of a section of the chart of Tampa Bay where the grounding occurred, does not clearly show the name of this channel, but the transcript (p. 27) indicates it is Gadsden Cut channel. The S.S. VERA CRUZ-1 proceeded northward at half speed up Tampa Bay without incident from the time Respondent boarded until Tampa Bay Lighted Bouy 6F was abeam to starboard at 0600, and Respondent ordered 20 degrees starboard rudder. At this time the wind was light (about 5 knots) and the current was near slack water and negligible. Leaving Cut F inbound, Cut G leads westward some 85 degrees to the west (or left) of the Cut F heading and Gadsden Cut channel leads some 80 degrees to the right of Cut F heading. The course change of about 80 degrees to the right from Cut F to the Gadsden Cut channel can be made in two steps or in a gradual turn, as a large area is included in these channels at this intersection (Exhibit 5). Shortly after ordering 20 degrees right rudder, Respondent realized the S.S. VERA CRUZ-1 was not turning as fast as necessary to enter Gadsden Cut channel and he ordered the rudder increased to right full. Shortly thereafter, at 0603, Respondent ordered the engines ahead full expecting the thrust from the propellers to increase his rate of turn. The S.S. VERA CRUZ-1 continued to swing slowly to the right and moved well north of the intended course. At 0604 Respondent ordered the engines stopped and shortly thereafter, at 0604.5, he ordered the engines full astern. By this time the ship was aground in 22 feet of water. The S.S. VERA CRUZ-1 is a 10,596 gross tonnage, twin-screw, single- rudder vessel equipped with a bow thruster. On 6 January 1982 she was drawing 23 feet forward and aft. Respondent's testimony that the bow thruster is not very effective at speeds in excess of three knots was not rebutted nor was his testimony that he was aware the ship was equipped with a bow thruster. Respondent had piloted the S.S. VERA CRUZ-1 several times (five or six) before January 6, 1982. On the S.S. VERA CRUZ-1 the single rudder is located in the center line of the ship between the two propellers. This is the normal configuration for a twin-screw, single-rudder ship. On such a ship an increase in the thrust from the propellers will not provide the turning force on a rudder that is generated when the rudder is mounted directly behind the propeller, as is customary on a single-screw ship or a twin-screw, twin-rudder ship. However, the location of the propellers on a twin-screw ship are such that a turning moment on the ship is generated if only one propeller is used and a greater turning moment may be generated by having one propeller in the ahead position and the other propeller backing. When the S.S. VERA CRUZ-1 was sluggish in turning to the right from Cut F, the turning moment could have been increased (and the turning circle reduced) by stopping the starboard propeller. Had the starboard propeller been backed, the turning moment would have been increased even more and the turning circle reduced accordingly. Increasing the speed from half to full on a single-rudder, twin-screw ship will not change the turning circle at a given rudder angle absent significant wind and current factors. Since neither wind nor current was significant in this incident, the increase in speed from one-half to full served only to add speed to the ship without affecting its track. Since the ship was already well north of the entrance to Gadsden Cut when the full ahead command was given, the increase in speed served only to advance the time the vessel grounded. The S.S. VERA CRUZ-1 grounded at 0605 on a soft mud to silt bottom and remained there until 0904 shortly after tugs had attached lines and began to pull.
The Issue The issue is whether Carl J. Ekblom's (Ekblom's) application to install a boatlift at an existing dock in a man- made body of water in Islamorada is exempt from the need for an Environmental Resource Permit (ERP).
Findings Of Fact Background Ekblom owns property and resides at 107 South Drive (Lot 27), Islamorada. Padron owns the neighboring property immediately to the south located at 109 South Drive (Lot 28). The two pie-shaped lots sit at the V-shaped western end of Plantation Lake, an artificial body of water on which several houses are located. Each of the two properties has a marginal dock running along the shoreline that meets to form an acute angle.1 A 33-foot finger pier juts out from the vertex of the angle, running along the border of the property line. Pursuant to an understanding with the prior owner of Lot 28, and later formalized in an easement agreement, for the past 12 years Ekblom has used the north side of the finger pier to moor a 35 to 36-foot long boat with a beam of about 12 feet, six inches.2 During that time, he has never had a navigational incident or complaint. Recently, he purchased a slightly smaller boat that is 31 feet, seven inches long and will replace the larger vessel. The outboard motors will add an additional two feet. A jet ski lift currently exists on the north side of the finger pier and can only be accessed and used from that side of the pier. It was purchased, paid for, and installed by Ekblom in 2000 pursuant to an agreement with the prior owner of Lot 28. See Endnote 2, infra. The jet ski lift has not been used by Ekblom since 2004. The drawings submitted by Ekblom with his verification application did not depict the lift. The Project Ekblom has contracted with a marine construction firm to install a boat lift for his new boat. The lift will be on the north side of the finger pier, in a location selected to provide for straight ingress and egress. After inspecting the property, the contractor decided that a four-post, or cradle lift, is the best option for the space, to allow for a straight-in ingress and egress. A cradle lift consists of four pilings, one on each corner. Two lifting mechanisms sit on top of the pilings, running parallel to the boat's location, and a set of cables reach down from the pilings to a pair of lifter beams used to lift the boat out of the water. Ekblom selected a 13,000-pound cradle lift, which is approximately 12 feet, six inches, center to center, by 12 feet, six inches, out to out. A ten-inch piling on either side will add an additional five inches on either side of the center to center measurement. The lift is not physically attached to the pier because a four-post lift is freestanding, as opposed to an elevator lift, which attaches to the side of a seawall or dock. The lift will need to be placed adjacent to the finger pier so that it is approximately two feet inside of Ekblom's property line. The boat will be moored bow-in, so that two- thirds of the boat's overall length will be towards the inside of the finger pier. The contractor prepared the drawing depicting the placement of the lift, which was attached to Ekblom's application. The drawing, which was not to scale, showed the lift as 12 feet, six inches, by 14 feet. Use of a boarding platform or access walkway will be necessary to get to the boat on the lift, but this was not shown on the application. On August 10, 2012, an Environmental Specialist II, Celia Hitchins, who reviews between 30 and 60 exemption applications per month, reviewed Ekblom's request to install the cradle lift. The submittal consisted of a cover letter, an application, a property record card, a copy of the easement, and project drawings and specifications. Ms. Hitchins determined that the project was exempt from ERP permitting requirements under Florida Administrative Code Rule 40E-4.051(3)(b)(1995).3 Because the activity would take place in an artificially created body of water, no proprietary review was required. After an exemption letter was issued, in October 2012 Ekblom filed a corrected application with new project drawings, but the project was not changed in any substantial way. After a challenge to the Department's determination was filed by Padron, Ms. Hitchens conducted a site inspection in February 2013. She did not change her original determination. The project drawings do not depict the boat lift as physically attached to the finger pier. About half of the exemptions Ms. Hitchins reviews are for elevator lifts, which attach to a dock, and the other half are for cradle lifts, which do not need to be physically attached to the dock. Both types of structures may be exempt, as the Department interprets the word "attached" in rule 40E-4.051(3)(b) to mean either physically attached or in close proximity and associated with a docking facility. "Close proximity" means a close step, or a reasonable step, or some sort of means of access, such as a boarding platform or access walkway. It does not include needing to run and jump on the vessel or needing to swim to the vessel. This is a more reasonable and logical interpretation of the rule than the narrow one advocated by Padron. Ms. Hitchins determined from the project drawings that the lift was in close proximity to the finger pier and met the requirements of the rule. Padron engaged Dr. Lin to take measurements of the project area and develop scaled drawings. In these scaled drawings, he depicted the boat lift as 12 feet, six inches, by 14 feet, ten inches. He arrived at the latter measurement by using the generic drawing specifications for the 16,000-pound boat lift that showed the width as 14 feet from center to center, and added ten inches to accommodate a ten-inch piling on each side. Dr. Lin prepared six alternative placements of the boat lift, including placements with a two and eight-foot "safety zone" (buffer zone) between the boat on the lift and Ekblom's marginal dock. Petitioner's Objections In the parties' Stipulation, Padron contended that the boat lift will not be used for recreational, non-commercial activities; it will involve filling or dredging other than necessary to install the pilings; it will create a navigational hazard; and it will not be the sole dock constructed pursuant to the exemption. She also argued that the boat lift must be physically "attached" to the finger pier. In her Proposed Recommended Order, however, she focuses primarily on whether the boat lift will create a navigational hazard and whether the cradle lift must be physically attached to the finger pier in order to qualify for an exemption. Padron purchased her home in January 2011. Between May and July 2012, she expended around $18,000.00 in maintenance work on the finger pier. She testified that she opposes Ekblom's proposed boat lift because it will prevent her from having full and complete use of the pier and will be dangerous to people jumping into the water near it. She owns a 23-foot boat, but only her son uses it. When not in use, the boat is normally stored in her garage or at her primary residence in Miami. She has never swum in the basin behind her house, and she does not kayak. Her family occasionally swims in the water. In both her pleadings and testimony, Padron suggests that if this appeal is unsuccessful, she is going to have the finger pier demolished. Marcos Soto, Padron's son, who resides in Miami, tries to visit his mother's house on weekends when he "[has] the chance." He testified that "we" use the area behind the house for boating, swimming, and fishing. However, only he and his nephew fish. Mr. Soto owns three small boats and plans to purchase a jet ski. He acknowledged that his primary objection to the boat lift is that he will be unable to use the jet ski lift. Mr. Soto has no ownership in the property. Recreational, Non-commercial Activities Ekblom testified that he will use the boat and lift for recreational purposes. Padron offered no contrary evidence on this point. Dredging To install the lift, the contractor will generally use a drop hammer from a crane on a barge to punch four holes for the pilings. Installation does not involve any more excavation than that. Also, Ms. Hitchins did not see anything in the plans that would require dredging or filling. Therefore, the lift will not require more dredging and filling than necessary to install the pilings. This evidence was not refuted. The proposed exemption does not include any exemption determination as to electrical service. Navigational Hazard There are no channel markers in the middle of the basin, and the basin has only one exit and entrance at its eastern end. The lift will be located at the dead end of the waterway, in an area of the basin in which only a few boats would navigate. Also, the boat will be on the lift in the same position as if Ekblom tied it to the finger pier. The small inlet into the basin limits the size of a boat coming in, and the water in the basin is calm, compared to the open ocean. Ekblom's neighbor to the northeast on Lot 26, Carl Wright, docks a 30-foot boat on the seawall in front of his property. When Mr. Wright leaves his dock, he pushes the stern of his boat away from the seawall, and backs away. Once he clears the seawall with his bow, he puts the port engine in forward, turns the boat on its center, then leaves the area with the bow pointing out. When he returns, he parks the boat against the seawall. There is no way for Mr. Wright to egress bow first. Mr. Wright did not file any objection to the project. Ekblom will egress parallel to the finger pier. He will never need to navigate on the south side of the finger pier. Once the lift is installed, Ekblom will not use his marginal dock to moor another boat, as one will not fit there. Ekblom's expert, Mr. Camuccio, testified that the boat lift would not create a navigational hazard. He visited the site by boat and reviewed the documentation submitted to the Department. His opinion did not change after reviewing Dr. Lin's drawings. Ms. Hitchins opined that the lift would not cause a navigational hazard. She further opined that the lift would not interfere with navigation to and from the Padron side of the finger pier to the south, since the lift was located on the north side. Also, it would not preclude ingress and egress of vessels to Lot 26 to the northeast. She would not consider the boat lift to be any more intrusive than a boat moored in the same area. Any boat on Lot 26 would only need a small amount of clearance for ingress and egress. Padron's navigation expert, Mr. Danti, concluded that the boat lift would be a navigational hazard in each of the six different scenarios Dr. Lin prepared. He concluded that the lift would preclude access to the northern side of the finger pier, would create a navigational hazard for the neighbor to the northeast on Lot 26, and would be a hazard for a jet ski's ingress and egress to the jet ski lift. The mere fact that the lift may preclude access to the north side of the finger pier does not make it a navigational hazard. As Mr. Camuccio testified, inherently, a boat lift occupies some portion of navigable water that is potentially open for navigation, but it does not mean the lift is a navigation hazard. Notably, Ekblom has moored a boat on the north side of the pier for at least 12 years without incident or complaint. The lift will not be a navigational hazard to Mr. Wright on Lot 26. Mr. Danti based his opinions on Dr. Lin's scaled drawings. But the specifications Dr. Lin used for the lift were too large, and Dr. Lin admitted that there was no way to verify whether he depicted the correct location of the riparian line. His drawings could inaccurately depict the proposed location of the boat lift by approximately two feet, seven inches. Mr. Danti admitted that he would need to recalculate his opinions if the proposed boat lift was up to two feet smaller in width than depicted. Mr. Danti's opinion was also based on his conclusion that a jet ski would need a minimum of an eight-foot safety zone for ingress and egress. He would not change the size of the safety zone even if the conditions presented were changed; his opinion is based on the premise that a safety zone must be one- half of the beam of the vessel all around the vessel. However, Mr. Camuccio approximated the distance needed for any jet ski as four feet, which would give six inches on either side for clearance of other structures. He added that when docking a boat, the distance between the boat and the dock becomes zero at some point, because docking is nothing more than a controlled crash. Mr. Danti admitted that when docking a vessel, the circumstances can get tight, as opposed to the open ocean. Even if the lift is installed to leave an eight-foot safety zone, any boat at Lot 26 will still have a small amount of room for clearance for ingress and egress. Sole Dock The Department considers a boat lift to be an associated structure under rule 40E-4.051(3)(b). Thus, the fact that Ekblom has a marginal dock on his property and a jet ski lift would not preclude a determination that the boat lift is exempt.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Environmental Protection enter a final order approving its determination that Ekblom's application to install a boat lift is exempt from Department permitting requirements. DONE AND ENTERED this 5th day of June, 2013, in Tallahassee, Leon County, Florida. S R. ALEXANDER 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 5th day of June, 2013.
The Issue Whether respondent discriminated against petitioner on account of his race in terminating his employment as a glass bottom boat captain at Silver Springs? Whether Emma Hawkins should be allowed to intervene? If so, whether respondent discriminated against intervenor on account of her race in failing to promote and ultimately in discharging her?
Findings Of Fact On January 1, 1989, FLAC acquired Silver Springs and Wild Waters, an adjacent tourist attraction dating to 1977 or 1978. In or near Ocala, Florida, both properties had belonged to Florida Leisure Acquisitions, Inc., who had acquired them from American Broadcasting Company some five years earlier, in a "leveraged buyout." FLAC also acquired Weeki Wachee in 1989. T.449. Thomas Cavanaugh, who started as a vice-president and general manager in 1973, survived both changes in ownership, and had effective control over a unified personnel system until his departure in 1990. As late as 1973, everybody who worked at Silver Springs as a glass bottom boat captain was black. When FLAC acquired Silver Springs, five of twelve glass bottom boat captains were black. At the time of petitioner's discharge on June 21, 1989, seven of the boat captains were black. The number had fallen to three by November of 1990. Hiring Patterns Most of the jobs at Silver Springs require little or no skill, and this has been true at all pertinent times. Boat captains needed only to be able to deliver a spiel or learn a script and handle a boat. Maintenance and food service positions were predominantly unskilled. In all these areas, there were also some positions for managers or supervisors. Between December 7, 1987, and May 6, 1991, inclusive, respondent or its predecessor hired 104 boat captains or guides, and offered jobs as boat captains or guides to 20 others who did not accept. None of those who refused offers and only one who accepted was black. Nine of 520 persons who applied for these positions during this time period were black. In late 1989 and early 1990, blacks applying for other positions at Silver Springs comprised a significantly higher proportion of the applicants for these other positions. In the early part of 1990, blacks accounted for 6.95 percent of applicants for all jobs at Silver Springs, up from the latter part of the year before. Treating the population between 15 and 64 as a proxy for the civilian labor force, the civilian labor force in the area was, according to 1980 census data, 14.7 percent black, a percentage that had fallen by 1990 to 12.7 percent. Blacks comprised 11.1 percent of the Marion County population 15 and older in 1990, and 16.8 percent of those who found work through the Florida State Employment Service in the period from July of 1990 through June of 1991. A labor economist called by petitioner testified that the discrepancy between the percentage of blacks in the flow of applicants for work as boat captains or guides and the percentage of blacks in the work force in Marion County permitted an inference "that there is . . . probably some barrier to entry for individuals to apply," Fresen Deposition, p. 21, for those positions. The same witness was also willing to speculate, id. at 54, that the discrepancy between the percentage of blacks in the flow of applicants for boat captain or guide positions and the percentage of blacks in the flow of applicants for other positions at Silver Springs "may be . . . [attributable to t]he channelling of applicants for navigational positions into other positions." Id. at 55. Respondent attributed the conceded decline in black applicants for work at Silver Springs to better opportunities increasingly available elsewhere in Marion County, including positions at a Martin-Marietta plant with 1800 employees, at Certified Grocers with 800 employees, at Energy One and at Federal Motors, each with 1100 employees in the community, and at a K-Mart Distribution Center with two or three hundred employees. T.440-1. Glass Bottom Boats For several years, perhaps since 1957, U.S. Coast Guard regulations have required that passengers on glass bottom boats at Silver Springs be told about life jackets on board, and boat captains have been responsible for doing this, before setting out. Otherwise, until a few years ago, each glass bottom boat captain had broad discretion about what he did or did not say to passengers on board. On July 1, 1957, when petitioner David Faison, who is black, began work for one of respondent's predecessors in interest as a glass bottom boat captain (or driver), each captain was required to compose a talk to deliver to glass bottom boat passengers. As a new recruit, Mr. Faison read the book "Eternal Springs" and rode with other captains, before leading his own boat tours, pointing out flora and fauna and sharing information about the springs. An Easter Outing Jim Schorr, then FLAC's new chief executive officer, took his family for their first ride on a glass bottom boat at Silver Springs on Easter Day 1989. They "went down on the glass bottom boat dock, and they took the first boat that was available and that happened to be Riley Williams' boat." T.526. Afterwards Thomas Cavanaugh summoned Riley Williams, a black boat captain with more than 30 years' experience, and Michael Jacobs, respondent's director of operations, to his office. "Riley, what happened? What happened with your trip, Riley?" he asked. "We just talked to Jim Schorr. He said it was a terrible trip." T.526. Surprised and visibly shaken, Mr. Williams reported that "Mr. Schorr even told me my trip was good," (T.527) but allowed that he had been nervous. Mr. Cavanaugh told him to take the afternoon off and said, "Riley, we're going to go ahead - we're going to help all the drivers. We're going to hire a drama coach, and it will help everybody out." Id. Standardization David London, the new drama coach, prepared the first version of a script the boat captains were asked to commit to memory, or at least to follow closely as a guide when giving tours. As requested, petitioner, along with other boat captains, made suggestions for improving the script. T.251, 521. At a meeting on or after May 2, 1989, a revised script was distributed to assembled boat captains, and Mr. Schorr announced "that he wanted them to learn the script, and if they chose not to learn the script, that they could find work elsewhere." T.484. No deadline was given. T.44, 429. Whether petitioner Faison was in attendance is unclear. T.294. Riley Williams now works on the grounds at Silver Springs, landscaping and gardening. His pay is no less than if he had remained a boat captain. He asked for a transfer because he felt he "really wasn't coming up to par of what they wanted . . . [from boat captains] and the time was closing in " T. 581. Dockmaster A black man, Willie Barr began as a glass bottom boat captain at Silver Springs in 1974. Except for a hiatus that began in 1980 and ended in 1981, he continued in respondent's employ (or that of a predecessor in interest) until November 18, 1989, when he retired as dockmaster, a salaried position he first assumed in 1982. As dockmaster, Mr. Barr reported directly to Mike Jacobs, the white man who worked as respondent's director of operations. Mr. Barr had overall responsibility for both jungle cruise and glass bottom boats; and particular responsibility for scheduling glass bottom boat captains' work and for maintenance of the glass bottom boats. A separate maintenance department actually did the work. He also piloted, loaded, unloaded and tied up glass bottom boats. Mr. Barr retired at age 52 at least partly because of high blood pressure, a malady of which both he and Mr. Jacobs had become aware in early 1989. T.299, 481. During the months before he stepped down, Mr. Barr came to Mr. Jacobs on several occasions, and told him "about the stress he was under at the boat dock, the problems he was having with the drivers, a new company taking over and all the changes that were taking place." T.481. In May of 1989, Mr. Jacobs asked Mr. Utz, a decorated Navy veteran who had worked at Silver Springs longer than Mr. Barr, "to give Willie a hand." T.371, 481-2. At the time of this request, Mr. Utz, who is white, was "at the jungle cruise most of the time running the jungle cruise operation," (T.298) as lead or "manager of the jungle cruise." T.368. Mr. Barr viewed Mr. Utz, before May of 1989, as his assistant, as did every glass bottom boat captain who testified on this point. But management witnesses insisted that Mr. Utz's position "at the jungle cruise" was equal in rank to that of glass bottom boat dockmaster, the position Mr. Barr held. T.472. Although Mr. Utz worked for an hourly wage before (and, initially, after) the change in May of 1989, Mr. Utz's remuneration exceeded Mr. Barr's salary significantly. In addition to supervising jungle cruises, Mr. Utz trained boat captain recruits. Respondent gave Mr. Utz no pay raise in May of 1989, when his broader responsibilities seemed to most to entail greater authority. The company's chief executive officer acknowledged that a change in the pecking order occurred. T.455. Mr. Barr began reporting to Mr. Utz in May of 1989. T.275. On May 7, 1989, Mike Sentman took over as lead for jungle cruise operations. Response to Petitioner's First Set of Interrogatories, No. 16. Glass bottom boat drivers considered Mr. Barr their supervisor before, but not after, the time Mr. Utz undertook his new role in glass bottom boat operations. T.42, 53- 4, 57. Ultimately Mr. Utz assumed a new title, supervisor of boat operations (T.295, 372), and filled a newly created position, which respondent never advertised, even to other employees. He continued to train all new boat captains before they took a test the U.S. Coast Guard required, drawing on his long experience with boat handling. Only in January of 1990, after Mr. Barr had retired, however, did Mr. Utz acquire his present title and become a salaried employee. T.372. We Are Not "Edutained" On Tuesday, June 20, 1989, the day David Faison returned from a two- week vacation, David London rode on his boat and listened to what petitioner said to the tourists. Unfavorably impressed, he told Donald Utz afterwards, "Wow, that was terrible. That was the wors[t] yet." T.378. That afternoon Donald Utz and Michael Jacobs sent Robert Sinkler, Jr., at the time employed in respondent's "Edutainment" program, on a boat ride with petitioner, with instructions to videotape petitioner's performance. Virtually without interruption, petitioner (who mistook Mr. Sinkler for a tourist) was videotaped for the duration of the trip. Received in evidence as Respondent's Exhibit No. 1, the videotape records petitioner's remarks, delivered in a sometimes unintelligible singsong. They bear scant resemblance to the prescribed script, and include no reference to life jackets. On other occasions, however, petitioner did advise passengers of the life preservers on board. T. 278. David Faison was asked the next day to join Messrs. Jacobs and Utz, in viewing at least a portion of the videotape. In the discussion that followed, petitioner, who was said to be good-natured ordinarily, expressed resentment at having to use the script, which Mr. Jacobs took as a refusal to do so. Petitioner is "a person that would tell you what he thought." T.451. He terminated petitioner's employment on the spot, although Mr. Faison was generally seen by his superiors in the organization as not the type of person to be insubordinate. T.450-451. The day Mr. Faison was discharged Willie Barr, the dockmaster, asked to see the videotape, after he learned from other boat captains that petitioner had been sent home. Mr. Barr watched part of it in the company of Don Utz, who told Mr. Barr that petitioner had been discharged for failure to use the assigned script. T.295. Mr. Utz "didn't really indicate that" (T.295) respondent had refused to use the script. Before petitioner's discharge, Mr. Utz had told Virginia Phillips that he did not know how the black boat captains were going to do because they were difficult to understand. T.51. He also told her he did not want her going to "that area of the city," (T.47) which she took to mean the black residential area. She had recently travelled there when she drove a black boat captain, Alphonso Sears, home. Insubordination was (and remains) a recognized ground for dismissal. T.293, 303. But a white glass bottom boat captain was not dismissed despite refusing to be "cross-trained" as a boat captain for two of the three other rides offered by FLAC, even though he had originally been told that "cross training" for all three was mandatory. T.108. The white employee did train as a boat captain for one of the three other rides. He was told, three weeks before the hearing, that training for the other two was not required. T.109. Another boat driver, Virginia Ferguson, testified that she "was told recently all boat drivers needed to be cross-trained" (T.175) to act as guides on all four rides. T. 176. A second white boat driver also refused cross- training with impunity. T.420. But nobody else was shown to have insisted on giving the glass bottom boat tour his own way, without using the prescribed script. Respondent's newly installed chief executive officer had personally decided and publicly announced that all glass bottom drivers were to use the script. Recruitment Efforts Four times petitioner tried unsuccessfully to get in to see Mr. Cavanaugh in an effort to regain the job he had held for more than three decades. At hearing, Mr. Cavanaugh characterized his failure to talk to petitioner about his discharge as an "error" (T.452) that he attributed to the emotional drain of having himself to terminate the employment of so many people he had worked with for a long time. David Faison was one of approximately twenty employees FLAC discharged in 1989, most of whom were managers. "The new management was making a sweep." T.449. Like his brother David, Roosevelt Faison has worked as a boat captain at Silver Springs for many years. He began on May 4, 1956, and worked full-time until 1989, when he chose to cut back to two days a week. An average or above average employee (T.276), his evaluations have been consistently "good" or "excellent." In May of 1989, he told Anne Dansby, a white woman who worked for respondent that "the few blacks . . . [still employed] felt like they w[ere] not really wanted in the park." T.125. She apparently relayed the substance of this conversation to Tom Cavanaugh, who later brought up the subject with Mr. Roosevelt Faison, agreeing that the number of black employees had dropped. Mr. Cavanaugh told Mr. Roosevelt Faison that he "was dead on the money, but it wasn't done intentionally." T.126.36. On the third or fourth day after his arrival at Silver Springs, Thomas Cavanaugh ordered an end to racially segregated bathrooms at Silver Springs. He personally included a sledge hammer in an attack on a urinal reserved, until its destruction, for the use of black men. Within months of his arrival, he "retired" the white supervisor of glass bottom boats and replaced him with a long-time black employee. He sought to recruit black employees through the school system and enlisting the assistance of black community leaders. These efforts antedated his discussion of the situation with Roosevelt Faison, and intensified after their discussion. Lay-Off On a Monday in July of 1989, when Mr. Roosevelt Faison reported to work, he found a note with his paycheck, which said, "Roosevelt, you are off until notified to come back to work." T.127. When he spoke to Ms. Dansby about the note, she called Mike Jacobs, but he was reportedly too busy to talk to Mr. Roosevelt. Ms. Dansby then called Mr. Utz, who did speak to Mr. Roosevelt Faison, first telling him, "It's just slow business, and we're just cutting back," (T.129) then referring him to Willie Barr, who was not at work that day. The next day, when Roosevelt Faison spoke to Mr. Barr by telephone, Mr. Barr rescinded the lay-off. Although he had not recommended the lay-off, (T.277) Mr. Barr had written the note to Mr. Faison ("on Roosevelt's time card" T.305) at Mr. Utz's behest. T.307. Mr. Roosevelt Faison did not work that week, but he was paid for a half day (presumably because he had come in Monday.) He resumed working his wonted Mondays and Tuesdays the following week. McCants Charlie McCants, who is black, went to work for respondent or a predecessor in interest in 1959 in the deer park, feeding and otherwise taking care of the animals there. He also mended fences and did other maintenance, until his transfer in 1985 to the wildlife section of the attraction. There he did much the same thing, although for different animals, among them giraffes, to whom he had to give shots. He was paid the same thing in the wildlife section as he was making in the deer park before the transfer, although he never supervised anybody in the wildlife section, as he once did for a while in the deer park, without actually holding a supervisor's position. He and Bill White, who is white, were relocated at the same time. Management felt they had both become too often hard to find in the deer park. Emma Hawkins Emma Hawkins began work at Silver Springs in the food and beverage department in May of 1974. In September of 1976, she resigned to go to junior college, but she returned to her job in November of 1977, and was promoted the following month to lead. She was promoted a second time -- to unit coordinator -- in March of 1979, and a third time -- to supervisor -- in August of the same year. She viewed her transfer in February of 1990 to the food and beverage department at Wild Waters as a fourth promotion. T.185, 198. She did not, however, receive every promotion for which she applied. She was passed over in favor of another black person for a job "managing the warehouse," (T.188, 489) and lost out, again to another black applicant, when she applied for an administrative position in the front office. T.188, 489. In January of 1989, she received the last in a series of merit pay raises. More than once, she applied unsuccessfully to become assistant manager of the food and beverage department. The last time she applied to be assistant manager of the food and beverage was the spring of 1989. T.188. The position remained open until Shari Wynkoop, a white woman who had not previously worked at Silver Springs, began as assistant manager of the food and beverage department on June 28, 1990. T.479. At the time of her transfer to Wild Waters, Ms. Hawkins had charge of a restaurant at Silver Springs, The Outback, where she supervised some 20 employees, more in the summertime. T.299-301. At Wild Waters, she had responsibility for five food facilities and up to 50 employees. Id. She had "charge of hiring, firing, inventory purchasing, schedules, supervising, cooking, [and] cash control." T.186. At least after the transfer, many of the assistant manager's duties devolved on Ms. Hawkins, until Ms. Wynkoop took over. A few months before the transfer, Robert Santillana, the food and beverage director, had given Ms. Hawkins a written reprimand because Tina Balboni, whom she supervised, had been permitted to work with "NO HAT, SCARF OR NAME TAG." Petitioner's Exhibit No. 8. On a "CAST MEMBER COUNSELING FORM," Mr. Santillana warned that another such dereliction would result in further counseling. Id. Money Bags The Wild Waters operations manager's morning routine included a trip from Silver Springs to Wild Waters with locked bags full of cash for the various Wild Waters cash registers. He put the money bags needed for the operations Ms. Hawkins supervised in a milk crate in his office. She usually took the crate herself from there to her office in the back of the Surf's Up restaurant, before distributing the money to cashiers. Ms. Hawkins had a door lock installed -- there was none when she started at Wild Waters -- but she did not always lock her office door. An electronic timing device for one of the water slides at Wild Waters was located in her office, and the operations manager needed access to reset the timer. She spent a certain amount of time out of her office but in close proximity. Ms. Hawkins was told on her return (after two days off) to work on or about August 10, 1990, that $98.16 had not been accounted for on or about the evening of August 8, 1990, and that a cashier had quit the day after the loss was discovered. She relayed this information to Mr. Santillana, who did not seem particularly concerned at the time. But Mr. Santillana gave her a written reprimand when, sometime within a few days of August 8, 1990, approximately $400 was taken from an unlocked money bag a cashier left in her unlocked office, in violation of prescribed procedure and apparently without Ms. Hawkins' knowledge. This loss occurred on a Friday. Mr. Santillana, who did not learn of it until the following Monday, was angry that Ms. Hawkins had not succeeded in reaching him over the weekend. She had standing instructions to report major losses to him as soon as possible. On August 16, 1990, he and Ms. Wynkoop went to Ms. Hawkins' office and found it unlocked. Nobody was in the office, but a milk crate full of money bags was in plain sight. He went straight to the front of the restaurant and asked Ms. Hawkins to come to his office the following day. Later he wrote a memorandum, memorializing his findings on August 16, 1990, recounting the loss a week or so before of $98.16, and terminating her employment. August 16, 1990, was the last day Ms. Hawkins' worked for respondent. Ms. Hawkins was not the first to lose a job with respondent for (apparent) failure to abide by prescribed cash handling procedures. On occasion employees were discharged for a single (apparent) breach of such procedures. Ms. Hawkins (who had not yet clocked in when Mr. Santillana accosted her on the morning of August 16, 1990) noticed that a trusted employee had a good view of her office door, but did not bother to check whether it was locked, before going to help elsewhere in the facility, where she was needed.
Recommendation It is, accordingly, RECOMMENDED: That FCHR enter a final order denying the petition for relief. That FCHR enter a final order denying the petition to intervene. DONE and ENTERED this 30th day of November, 1992, in Tallahassee, Florida. ROBERT T. BENTON, II 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 30th day of November, 1992. APPENDIX Petitioner's proposed findings of fact Nos. 1-10, 15, 16, 17, 18, 21, 24, 25, 32, the first two sentences of No. 33, Nos. 34, 35, 57, 58, 63, 64, 65, 69- 74, 77-82, 84, 86, 87, 90-93, 95, 98, 99, 100, 105-112, 115, 116, 117, 120-124, 127, 129, 130, 131, 132, 134, 138 and 139 have been adopted, in substance, insofar as material. With respect to petitioner's proposed finding of fact No. 11, the CEO was Jim Schorr. Petitioner's proposed findings of fact Nos. 12, 13, 14, 20, 22, 26, 28-31, 59-62, 66, 67, 68, 76, 83, 85, 88, 89, 94, 102, 103, 104, 118, 119, 126, 128, 135, 136, 140, 143 and 144 pertain to subordinate matters. With respect to petitioner's proposed finding of fact No. 19, the weight of the evidence established that petitioner did not give the warning on June 20, 1989. With respect to petitioner's proposed findings of fact Nos. 23, 36, 37, 96, 97, 101, 125 and 142, the witnesses testified as reported. Petitioner's proposed findings of fact No. 27, the last sentence, of No. 33, Nos. 75, 113 and 141 have been rejected as unsupported by the weight of the evidence. With respect to petitioner's proposed findings of fact Nos. 36-56, the case has been decided on the assumption, pro hac vice, that race discrimination did take place at some point. With respect to petitioner's proposed finding of fact No. 114, the transfer occurred in February. With respect to petitioner's proposed finding of fact No. 137, she had not been performing as assistant manager for ten years. Respondent's proposed findings of fact Nos. 1 through 5 pertain to the procedural posture of the case, apart from evidence adduced at final hearing. Respondent's proposed findings of fact Nos. 6-8, 12-15, 17-20, the first sentence of No. 21, Nos. 25, 27, 28, 31-34, 36, 37, 39-47, 49-56, 60, 61, 62, 64, 67, 69-75 and 76 have been adopted, in substance, insofar as material. With respect to respondent's proposed findings of fact Nos. 9, 10 and 11, it is not clear whether Faison was present and heard Mr. Schorr's remarks, or that he was ever told of any deadline. With respect to respondent's proposed finding of fact No. 16, it is not clear whether FLAC intended not to hide the fact that one of its employees was videotaping petitioner. With respect to the last sentence of paragraph No. 21 and Nos. 22, 23 and 24, petitioner was fired for perceived refusal to use the script, whether or not he had time enough to learn it. Respondent's proposed findings of fact Nos. 26, 29, 30, 35, 38, 48, 58, 63, 77, 78 and 79 pertain to subordinate matters. Respondent's proposed finding of fact No. 57 is interally inconsistent. With respect to respondent's proposed finding of fact No. 59, it is unnecessary to decide this question in order to decide the case. With respect to respondent's proposed finding of fact No. 65, the position was filled on June 28, 1990. With respect to respondent's proposed finding of fact No. 66, see paragraphs 46-51 the findings of fact. With respect to respondent's proposed finding of fact No. 67, the evidence was in equipoise on the question of where Ms. Hawkins was when the loss was discovered. COPIES FURNISHED: Mary C. O'Rourke P. Kent Spriggs Spriggs and Johnson West College Avenue Tallahassee, FL 32301 Loren E. Levy Bruce Kaster Cove, Green and Kaster P.O. Box 2720 Ocala, FL 32678 Margaret Jones, Clerk Commission on Human Relations John Knox Road Building F, Suite 240 Tallahassee, FL 32303-4113 Dana Baird, General Counsel Commission on Human Relations 325 John Knox Road Building F, Suite 240 Tallahassee, FL 32303-4113 Lewis E. Shelley 117 S. Gadsden Street Tallahassee, Florida 32302
The Issue The issue in this case is whether the Orange County Parks Department is entitled to a dredge and fill permit from the Department of Environmental Regulation for the construction and installation of a boat dock on Lake Down.
Findings Of Fact The Application On November 1, 1989, Orange County Parks Department (Orange County) applied for a dredge and fill permit to construct a floating boat dock in the Town of Windermere on Lake Down. The application, which is dated September 7, 1989, describes the proposed project as a "public improvement of an existing boat ramp facility." The application describes a floating dock attached by short hinged sections to fixed docks that would be affixed, at normal water elevations, to upland. The application explains that the purpose of the dock is to accommodate boats and pedestrians in loading and unloading boats at the ramp. The dock would, according to the application, reduce wave and wakedisturbance action on the existing shoreline and thus reduce the current rate of erosion at the site. The application assures that no existing vegetation would be disturbed except in the area of the fixed docks. According to the application, the floating dock and two fixed docks would measure about 420 feet long by 7 feet wide with several wideouts of about 10 1/2 feet. The dock is designed to moor 15-18 boats simultaneously. The location map attached to and a part of the application shows that the dock would be at the southernmost extent of Lake Down. The survey attached to and a part of the application provides submerged and upland elevations in the vicinity of the proposed dock. The survey states that the water elevation of Lake Down is 98.8 feet. Nothing indicates whether 98.8 feet is the average water elevation or the water elevation on the date of the survey on June 28, 1989. Other portions of the application describe the composition of the dock parts. The only parts in contact with the water would be galvanized steel pilings, which would be jetted or driven not more than 15 feet deep into the submerged bottom, and plastic floats attached to the bottom of the dock for floatation. The application also indicates that construction-period turbidity would be controlled through the use of turbidity curtains. Another diagram attached to and a part of the application superimposes the dock over the submerged elevations. A note on the diagram states that, under "Plan 1 and Plan 2, Orange County would excavate existing grade under floating dock to elev 97.0." The applicant proposed excavation under the dock due to the shallowness of the water under and lakeward of the dock. The diagram depicts a dock that would run parallel, rather than perpendicular, to the shore. The diagram discloses that the proposed dock would begin immediately east of the existing boat ramp. The diagram indicates that the floating dock runs about 390 feet. The elevation at the northwest corner of the west fixed dock is about 100 feet. At what the construction drawings call "average lake elevation" of 99.5 feet, the piling at the northwest corner of the west fixed dock would thus not be submerged. About 15 feet to the east of the northwest corner, where a hinge connects the west fixed dock to the floating dock, the elevation is between 98 and 99 feet. At average water elevation, the shoreside of the floating dock generally ranges from five to ten feet from the shoreline, with extremes of one foot at the southeast corner of the west fixed dock and 17 feet about 220 feet east of this point. The submerged elevations change significantlyunder the 390 feet of floating dock. On the lakeside, where boats would dock, the following elevations exist under the dock at 40 Dock interval 40' 80' 120' 160' Lakebottom elevation 95-96' 95' 92' 93' 200' 240' 280' 320' 360' 390' 91-92' 91' 92-93' 93-94' 96' 96' The submerged elevations are higher (and thus water depths shallower) on the shoreside of the dock, which would not be accessible to boats. For the back of the floating dock, the submerged elevations exceed 97 feet for the westernmost 40 feet and a short segment at the eastern end of the floating dock; the remaining elevations are less than 97 feet. Unlike the west fixed dock, which would stand almost entirely in upland even at average water elevation, the east fixed dock would stand almost entirely in water at the same water elevation. Also, the west fixed dock would be relatively small and run parallel to the shore beside the ramp. The east fixed dock would be oriented in a northwesterly direction from, and perpendicular to, the shore. The northwest and northeast faces of the east fixed dock would be accessible by boats. The submerged elevation under the northwest face, which is between 15 and 20 feet offshore from the average shoreline, is between 95 and 96 feet. The water depth adjoining the northeast face is shallower because the northeast face, although accessible to boats, would runupland, past the average shoreline at 99.5 feet, to an upland elevation of about 101 feet. The rate of drop of submerged elevation is uneven along the length of the proposed floating dock. Water depth increases more rapidly from the center of the floating dock. For instance, at the 200-foot interval from the west end, the elevation drops from about 91.5 feet at the front of the dock to 88 feet at a point ten feet lakeward of, and perpendicular to, the dock. In other words, the water becomes 3 1/2 feet deeper in the first ten feet. The lakebottom drops more gradually at the west and east ends of the proposed dock. For instance, at the 40 increase in depth ten feet out is only about 2 1/2 feet. At the north corner of the east fixed dock, the increase in depth ten feet out is only about 1 1/2 feet. The diagram also depicts the existing boat ramp that would be served by the proposed dock. The ramp, which is oriented in an eastnortheasterly direction from the shore, is less than ten feet north of the proposed west fixed dock. The ramp measures about 20 feet wide upland and about ten feet wider farther out into the water. The elevation of the submerged north corner of the lakeward end of the boat ramp is between 94 and 95 feet. The elevation of the submerged south corner of the lakeward end of the boat ramp is between 95 and 96 feet. The lakebottom isfairly flat at the boat ramp. Over its 40-foot length, the elevation of the ramp changes by only about 5 feet. A separate diagram attached to and a part of the application depicts the floats that would be attached to the bottom of the decking. The floats would be about 18 inches high and draw about three inches of water when the dock is supporting no weight. A 40-inch high railing would run along the back of the dock. However, the railing would not extend along the northwest and northeast faces of the east fixed dock. Thus, nothing would deter a boat from docking along these two faces of the east fixed dock. On November 9, 1989, Orange County filed an application amendment, which contains drawings that eliminate all excavation. The amendment states: "Dock will be relocated if conflict with existing shore occurs." This amendment was filed at the urging of a DER representative, who would not have recommended the application for approval without the change. There are other suggestions in the record that Orange County would be willing to amend its application to locate the proposed dock farther from shore and in deeper waters. However, Orange County did not specifically offer an amendment, and the record offers no indication where the dock would be, if Orange County again amended the application. On June 20, 1990, Orange County informed the Department of Environmental Regulation (DER) by letter that the legal description provided with the application was inaccurate. The letter provides a new legal description and a list of adjoining property owners. Mr. Rosser, Ms. Grice, and Mr. Patterson own property adjacent to the proposed project or reside in close proximity to Lake Down so as to be substantially affected by any material degradation of water quality. The new legal description encompasses only 1.46 acres rather than the 12.16 acres set forth in the original application. The land eliminated from the application is west and north of the existing boat ramp. Orange County plans to make considerable improvements to the existing boat ramp, such as by the addition of substantial parking and a septic tank on the land eliminated from the original application. However, the present application does not request any permit for such work. The Intent to Issue On February 26, 1990, DER filed an Intent to Issue the permit for which Orange County had applied. The Intent to Issue indicates that the permit is to construct a floating dock on Lake Down about 420 feet by 7 feet, plus wideouts, and notes that the request to dredge along the dock had been withdrawn. According to the Intent to Issue, the bank between the north side of Conroy-Windermere Road and the shoreline has eroded, probably as a result of boaters pulling their boats onto shore for temporary mooring. Although DER did not determine the water elevation on the date of the inspection, the Intent to Issue reports that water depths range from a few inches alongshore to about three feet at the shoreside of the proposed dock. The Intent to Issue notes that Orange County is currently trying to condemn the land north and west of the boat ramp to upgrade the launching facility with a larger ramp, picnic area, and parking spaces for between 50 and 100 vehicles. The Intent to Issue finds that the proposed docking facility and its associated boat traffic would not result in violations of state water quality standards nor degradation of ambient conditions in Lake Down or the Butler Chain. Except for limited construction-period turbidity, which could be controlled with a siltation barrier, displacement or disruption of the lakebottom would reportedly occur only during piling installation, and shoreline vegetation would be removed only at the fixed docks at either end of the floating dock. Addressing prop dredging, the Intent to Issue notes: It is not anticipated that damage to the lake bottom will result from boats moving into and away from the dock. If water levels fall to particularly low levels, the county can close the ramp until adequate depth is available again. Addressing the possibility of increased boat traffic on the lake, the Intent to Issue states: It is not anticipated that use of ramp will significantly increase as a result of the proposed construction. Those individuals who are seriously interested in accessing the Butler Chain have done so despite the poor facility currently available. The new dock will provide mooring capability without causing shoreline erosion. Furthermore, the dock will provide a safer place for boatersto walk and wait. Presently, because there is no onsite parking nor mooring available, boaters park vehicles to the east of the boat ramp site in an undeveloped parcel. They then walk west along Conroy-Windermere Road while sharing the road shoulder with vehicles and trailers. The dock, in combination with the proposed (upland) sidewalk won't shorten the distance to be walked but will remove pedestrians from the roadway sooner to the relative safety of the mooring area. The Intent to Issue concludes that Orange County has provided reasonable assurance that the project will not result in violations of state water quality standards and that the project is clearly in the public interest. Thus, DER expressed its intent to issue the permit, subject to various conditions, in the absence of a timely filed petition. Specific condition 7 of the Intent to Issue addresses the issue of prop dredging: When the lake level drops to the point where boats entering and leaving the dock cause damage to submerged bottoms in the immediate area, the county shall close the ramp and dock until the water returns to acceptable levels. Specific condition 8 addresses the County's plans for additional improvements for the boat ramp facility: Issuance of a permit for the dock does not guarantee nor infer issuance of a permit orpermits for further improvements to the county boat launching facility. Additional Findings Regarding Upland Orlando and the more densely populated areas are generally to the north and east of the boat ramp; Orlando itself is about 10 miles away. The center of the Town of Windermere, which numbers about 1400 persons, is to the west of the boat ramp. About 80% of the users of the boat ramp approach the ramp from the east. A small vehicle-maneuvering area adjoins the ramp on the west. After unloading the boat into the water, the driver of the trailer-towing vehicle typically drives east on Conroy-Windermere Road about 1600 feet and parks on the south side of the road in a large unimproved lot. The County's permission to use the lot is terminable by the owner without notice. While the vehicle and trailer are being parked, the person or persons with the boat normally start the engine and idle just offshore from the ramp or moor on the sandy beach immediately east of the boat ramp. After parking the vehicle, the driver generally crosses to the north side of Conroy-Windermere Road and walks along a sidewalk running from the parking area to what would be the east end of the proposed dock. The road and the sandy beach are separated by a thin strip of thick vegetation. Pedestrians continuing westalong the road, past a point across from the east end of the beach, must walk in the staging lane designed for vehicles waiting to enter the maneuvering area. An existing sidewalk on the south side of the road, which runs east of the ramp area, is not used as much because the sidewalk ends almost 800 feet east of the parking area. Pedestrians typically rejoin their boat at some point along the sandy beach immediately east of the boat ramp. When the boat is spotted, the pedestrian cuts through the vegetation on one of four or five paths running at intervals between the north side of the road and the beach. Traffic on these paths has worn them down noticeably from the prevailing elevations on either side. The same pattern is repeated upon the return of the boat, which is temporarily moored onshore to allow the driver to disembark, take the nearest path to the road, walk along the north side of the road to the parking area, cross the road, and return with the vehicle to the boat ramp. Normal summertime usage, when the boat ramp is used more frequently, involves a range of 30-65 boat launchings per day from the boat ramp. However, peak usage is much higher; nearly 400 trailers have been in the parking area at one time. Present upland usage of the boat ramp area is risky. The staging lane mixes pedestrians and motor vehicles towing trailers. The speed limit on Conroy-Windermere Road is 35 miles per hour at the parking area and 30 miles per hour at theramp, so westbound traffic is still moving rapidly past the staging lane. Also, Conroy-Windermere Road, which is an urban collector, is heavily travelled with an average daily traffic count of 9400 vehicles. Pedestrians crossing the road at the parking area 1600 feet west of the ramp must cross 22- 24 feet of highway. Pedestrians crossing the road at the boat ramp must cross about 50 feet of highway due to the presence of the staging lane and a painted median. Upland safety would be enhanced by separating pedestrians from the staging lane. However, the addition of the floating dock would not eliminate the risks associated with upland usage of the boat ramp. Persons still would be required to cross Conroy-Windermere Road, although a proposed crosswalk would reduce present risks somewhat. In addition, the existing sidewalk on the north side of the road would be reconfigured to lead to the floating boat dock, which would be incorporated into the sidewalk system leading toward the center of the Town of Windermere. For some persons using the dock segment of the sidewalk, such as young children and the disabled, close proximity with the water and mooring boats might prove unsafe. Conroy-Windermere Road has existed for many years, but the portion of the road parallel to the proposed dock was added only about 30 years ago. Previously, the road had turned south, but, following a serious traffic accident, the curve was straightened. Large amounts of fill were added to form the roadbed across the southern tip of Lake Down, which consequentlywas cut off from the remainder of the lake. This fill forms the bank leading to the shoreline directly parallel to the proposed dock. The boat ramp has also existed for many years. Years ago, grove trucks drove down to the lake in order to take on irrigation water. From time to time, persons would put in canoes at this point. Until the late 1960's, when Orange County paved the ramp, few if any powerboats were launched from the area or even used the lake. Today, the overwhelming majority of boats using the ramp currently are gasoline-powered motorboats. There are no restrictions on Lake Down as to the size of engine permitted on the lake, and the posted speed limit is 36 miles per hour. The area surrounding the boat ramp features few amenities. Apart from the maneuvering area, staging lane, and ramp itself, the only other improvements are an enclosed portable toilet and a dumpster garbage container. The Town of Windermere operates two boat ramps on the Butler Chain-- one on Lake Down and one on Lake Butler. Use of these ramps is reserved for Town residents and their guests. The remaining boat ramps on the chain are owned by corporations or private associations. Some boat traffic on the lake is from the use of private boat docks owned by persons owning lakefront land. Lake Down and the Butler Chain Designation as Outstanding Florida Waters By report dated January, 1984, DER recommended that the Environmental Regulation Commission designate as Outstanding Florida Waters the Butler Chain of Lakes: Lake Down, Lake Butler, Wauseon Bay, Lake Louise, Lake Palmer, Lake Chase, Lake Tibet, Lake Sheen, Pocket Lake, Little Fish Lake, and their connecting waterways. The January, 1984 report (DER Report), states that the Butler Chain drains into the Upper Kissimmee River Basin. Noting that Lake Down is the northernmost lake in the chain, the DER Report states that water flow in the lakes, which are interconnected by a series of man-made navigable canals, runs from north to south. Reviewing Florida and applicable federal anti-degradation policies protecting high quality waters, the DER Report states: This antidegradation policy is predicated on the principle that resources are so precious that degradation should not occur except after full consideration of the consequences and then only to the extent necessitated by important economic and social development. Scientifically, the principle is a valid one in that history has taught that adverse effects are difficult to predict. As scientific knowledge grows, previously unknown effects are discovered, and it is prudent to preserve our natural resources in the face of the unknown. DER Report, January 11, 1984 memorandum from DER to Environmental Regulation Commission, page 4. The Butler Chain covers 4700 acres. The largestlake is Lake Butler, which consists of 1665 acres. Lake Down, which is the third largest, consists of 872 acres. Depths of the lakes range from 15-30 feet. According to the DER Report, the upper seven lakes are oligo-mesotrophic with low productivity, high water clarity, and deeper waters. The lower three lakes (Sheen, Pocket, and Fish Lakes) are mesotrophic, with moderate productivity, high coloration of water, and shallower waters. The DER Report states that the water quality of the lakes is excellent. Lake Down had the highest level of dissolved oxygen: 7.1 mg/l. Biochemical oxygen demand was extremely low, in most cases, including Lake Down, less than 1.0 mg/l. Lake Down also had the lowest presence of chlorophyll a, which is a measure of the presence of algae, and a higher degree of biologically diversity, which is typical of a clean, soft-acid lake, according to the DER Report. The DER Report concludes that: An OFW designation will preserve the present environmental values of the Butler Chain of Lakes without any important environmental costs. The existing ecosystem and recreational use of the lakes is dependent upon the maintenance of sufficiently high levels of water quality, which an OFW designation would help to ensure. Id. at 23. The DER Report also includes a May, 1975 report of the Orange County Pollution Control Department, which concedes that the Butler Chain is: one of the few clean water systems left in the Central Florida area. The balance between available nutrient concentrations and the biotic communities has maintained an ecosystem free from the problems that are associated with more enriched systems. The balance is fragile and not well understood. Any activities which would effect this system will express itself [sic] in the aquatic habitat. May, 1975 report, page 4. At the time of its designation, the proposal received numerous endorsements and no objections. On August 16, 1983, The Orange County Board of County Commissioners passed a resolution urging DER to designate the Butler Chain as Outstanding Florida Waters. The Orange County Property Appraiser also supported the designation. In a letter to DER dated September 30, 1983, the appraiser warns that pollution could decrease surrounding property values and cost taxpayers substantial sums for cleanup. Additional Findings Regarding Lake Down Effect of Addition of Floating Dock 53. Neither the submerged galvanized steel pilings nor the plastic floats would allow materials to leach into the lake so as to affect measurably the composition or quality of the water. The increased turbidity during construction of the proposed floating dock also could be controlled so as not to have a significant effect on Lake Down. 2. Relevant Water Levels Water levels have fluctuated considerably in Lake Down. Since January, 1960, to present, the lowest recorded water elevation was 93.86 feet in February, 1987, and the highestelevation was 101.58 feet in August, 1960. Recorded water elevations were less than 97 feet from October, 1977 through August, 1979 and September, 1980 through November, 1982 (during which time the elevation attained 96 feet only six months). Water elevations were between 97 and 98 feet, inclusive, for an additional 29 months during this 31-year period. From March, 1987 through May, 1989, water levels were between 99 and 100 feet, attaining 100 feet only in December of 1987 and 1989. From June through August, 1989, water levels were between 98 and 99 feet. From September, 1989 through the date of the final hearing, water elevations were below 97.8 feet. From mid-March, 1990 through the date of the hearing, water elevations dropped from 97 feet to 96 feet; at the time of the hearing, the water elevation was about 96 feet. When the water elevation is 97.8 feet or less, the canal to Wauseon Bay and, from there, to Lake Butler is impassable to all but very small flatbottom boats. At these times, boat traffic tends to concentrate on Lake Down. Three witnesses for the County and DER testified as to the relationship between the water level of the lake and the operation of the floating dock. One witness for the County testified that the dock would float at 99.5 feet, which corresponds to ordinary high water. The designer of the dock testified that the east and west ends of the dock would cease floating at 96 feet. The DER representative testified that the dock and, pursuant to Special Condition 7, the ramp should beclosed at depths less than 95 feet. The meaning of Special Condition 7 is unclear. First, it is not clear what is meant by boats causing damage to submerged bottoms in the immediate area. Probably, this phrase means actual contact between the prop and bottom, which is known as prop dredging. Thus, boats cause damage to submerged bottoms when the depth of the water is about one foot or less. Special Condition 7 probably ignores the effect of prop wash, where the prop disturbs the bottom, including vegetation, by turbulence rather than direct contact. The second major ambiguity in Special Condition 7 cannot be resolved on the basis of the present record. The question is whether the ramp and entire dock must be closed whenever the water depth under any part of the dock is one foot or less (recognizing that the floats require about one foot of water). In the alternative, Orange County could close only that part of the dock as to which the underlying water depth is one foot or less. It is likely that DER and Orange County have different opinions on this question, with the County taking the latter position. Regardless how Special Condition 7 is construed, it fails to address the damage to submerged bottom that the"floating" dock will do when parts of it begin to ground. When partly grounded, the floating dock will pound up and down on the lakebottom in response to wave action and traffic on the dock. Over 40 feet of the shoreside of the dock will be grounded at water elevations of 97 feet or less, which, without regard to the effect of dock loading or wave action, is the point at which "dock dredging" commences. Water elevations have been less than 98 feet for a total of nearly seven of the last 31 years. The east and west ends of the lakeside of the floating dock would also begin to ground at a water level of about 97 feet. By the time water elevation falls to 96 feet, which existed at the time of the hearing, at least 80 feet of the west end of the floating dock and at least 30 feet of the east end of the floating dock would be grounded, again assuming no wave action and no load on the dock. Additionally, prop dredging would also take place at water elevations of 97 feet immediately adjacent to the dock, at its east and west ends. These water elevations have been experienced for a total of over four of the last 31 years. Another feature of the design of the proposed dock makes it likely that prop dredging will take place regardless of the water elevation. A popular area of the proposed dock would be the east fixed dock because it would be the closest point, by more than 100 yards in some cases, to the existing parking area. Boats could approach the northeast face of the east fixed dock up to an elevation of 101 feet. In other words, except in periods of unusual high water, some boats could and probably would use a section of the fixed dock in the same manner as temporary moorings are made today: in effect, by running up onto the beach. Prop dredging of the bottom would take place if boats approached the northwest face of the fixed dock when the water level fell to about 96.5 feet. The same is true for at least the first 40 feet of the west end of the floating dock. The resuspension of bottom sediment by prop wash would begin at depths of anywhere from 18 inches to seven feet, according to the testimony of the DER representative. Although important variables, such as the composition of the bottom and size and speed of the prop, affect prop wash, significant prop wash takes place for at least three feet under the prop. If three feet were the minimum depth necessary to avoid prop wash and, thus, lakebottom damage, the east 160 feet and west 70 feet of the floating dock would not be usable at water levels not exceeding 96 feet, such as at the time of the final hearing. The significance of lakebottom damage is great under and lakeward of the proposed dock. A thick carpet of bogmoss begins about ten feet offshore, which is roughly where the dock would begin, and continues out into the lake. Bog moss, which captures and retains sediments, would be damaged by the dredging action of the pounding floating dock when it begins to ground and boats using the floating dock at water elevations described in the preceding paragraphs. The phosphorus-rich sediments would then be resuspended in the water column. 3. Ambient Water Quality One of the key elements to preserving the health of Lake Down is to avoid conditions that can lead to the presence of excessive nutrients in the system. The presence of excessive nutrients, which leads to eutrophication, usually occurs because of the increased availability of a limiting nutrient. The limiting nutrient in Lake Down is phosphorus. Thus, a condition precedent to the eutrophication of Lake Down is an increase in the level of phosphorus in the water. The presence of phosphorus in the water can be detected directly, by measuring the phosphorus itself. The presence of phosphorus can also be detected indirectly, by measuring the effects of the nutrient or conditions that may result in the release into the water of additional phosphorus. Indicators of the nutrient levels of a lake include the presence of chlorophyll a, which, as a measure of the amount of algae in the water, is an indicator of the enrichment process. As a lake proceeds from an oligotrophic to a mesotrophic condition or from a mesotrophic to a eutrophiccondition, the presence of algae and chlorophyll a will increase. Indicators of conditions that may result in the release of additional phosphorus into the water include turbidity measurements and clarity data, such as Secchi depths. The sediment found in the submerged lakebottom contains greater concentrations of phosphorus in various organic and inorganic and soluble and insoluble forms than the water column itself contains. When this sediment is disturbed, part of the previously trapped phosphorus is released into the water column. The phosphorus is thereby made more readily available for supplying the nutrients necessary to contribute to the enrichment process, at least until the phosphorus settles back into the sediment where it can be locked up until redisturbed. As relevant to this case, the ambient water quality of Lake Down in the baseline year can largely be assessed in terms of the following data, which are obtained from Orange County Exhibit 13: chlorophyll a: 1.01 ug/l; turbidity: 1 NTU; total phosphorus: .01 mg/l; Secchi depth: 3.5 meters; and pH: 5.97. In the year ending immediately preceding the filing of the County's application, the following data were collected, according to Orange County Exhibit 13: chlorophyll a: 1.59 ug/l; turbidity: .75 NTU; total phosphorus: .01 mg/l; Secchi depth: over 3.5 meters; and pH: 6.36. In the summer of 1990, when the hearing took place, the County's expert collected from Lake Down the followingaveraged data, which are shown on Orange County Exhibits 15 and 17: chlorophyll a: 1.22 ug/l; total phosphorus: .011 mg/l; Secchi depth: over 4 meters; turbidity: 1.0-1.2 NTU's; and pH: 6.97. In the same summer, the Town of Windermere's expert collected the following data from Lake Down: turbidity: 0.92-1.8 NTU's; pH: up to 7.2; and total phosphate: .04-.05 mg/l. The only finding materially different from the findings of the County's expert is the amount of total phosphate. The findings of both experts are credited. The higher finding is supported by, among other things, the recording in the County's records of .037 mg/l of total phosphorus on May 15, 1990, according to Orange County Exhibit 12. In a phosphate-limited, oligo-mesotrophic lake such as Lake Down, total phosphates of .03-.04 mg/l require serious attention in terms of what may be the beginning of a significant degradation of ambient water quality standards. The increase in chlorophyll a is consistent with a trend toward enrichment of the lake since the baseline year. The record establishes the role of motorboat traffic in degrading ambient water quality. Bottom sedimentsoften contain many times more phosphorus than is found in the water column. In the case of Lake Down, sampled bottom sediment contained 11 mg/l of phosphorus, or over 200 times the amount contained in the water column. The phosphorus is trapped in the sediment, which, if disturbed, releases the phosphorus back into the water column. Prop dredging may resuspend the sediments and release the phosphorus, as well as destroy bottom vegetation that tends to retain the sediments. Prop wash also may resuspend bottom sediments, even to depths of seven feet beneath the churning prop. Ultimate Findings of Fact Impact of Proposed Dock on Boat Traffic The proposed floating dock would substantially increase use of Lake Down by motorboats. The dock would generate increased boat traffic on Lake Down because of improvements in navigability in the vicinity of the boat ramp and convenience for boaters in picking up and dropping off passengers and walking between the existing parking area and mooring area. The dock, which would be longer than a football field, is designed to moor 15-18 boats simultaneously. At typical current launching rates, the dock would be capable of mooring, at one time, one-quarter to one-half of the boats using the boat ramp on a given day. DER reasons in the Intent to Issue that boat usage would not increase significantly because persons seriously interested in accessing the Butler Chain have overcome the limitations of the present facility. This reasoning ignores persons more casually interested in accessing the Butler Chain. The above-described improvements in navigability and upland safety will increase the frequency of their visits, which presently may be limited to peak days, such as holidays. If the ratio of serious to casual users corresponds roughly to the ratio of typical boat launches to peak boat launches, the number of casual users may outnumber their more earnest counterparts by six to one. The large capacity of the proposed boat dock suggests that Orange County was targeting these more casual boaters. In theory, Special Condition 7 could have a substantial effect upon boaters' access to Lake Down if the ramp and dock were closed when water elevations fell to 97 feet, at which point much of the shoreside of the dock would already be grounding and boats could not approach the east or west ends of the dock without prop dredging. The ambiguity of Special Condition 7, whose meaning remains elusive even after DER and Orange County have had opportunities to explain its operation, precludes assigning the condition any significance, except as a clear invitation to litigate in the event the floating dock were constructed under the subject Intent to Issue. 2. Ambient Water Quality 79. As relevant to this case, the relevant ambientwater quality of Lake Down is the baseline year. The value of chlorophyll a was 50% lower in the year ending March, 1984, than in the year ending with the subject application. Total phosphorus was about the same, as were Secchi depths. Turbidity was 25% less in the latter year, but the lake had acidified slightly. 3. Changes in Water Quality The water quality of Lake Down has deteriorated since it was designated an Outstanding Florida Water. The amount of chlorophyll a has increased, which is consistent with increased levels of nutrients in the water column. By the summer of 1990, phosphate readings were as much as four or five times greater than in the baseline year and had reached a level that threatens water quality in a phosphate-limited lake such as Lake Down. The role of motorboat traffic in disturbing phosphate-laden bottom sediments and destroying bottom vegetation has been discussed above. The dock dredging at lower water elevations, which are frequently encountered, as well as prop dredging immediately adjacent to the dock, would be especially harmful in view of the thick carpet of bog moss present underneath and lakeward of the proposed dock. 4. Effect of Proposed Dock on Water Quality Orange County has failed to provide reasonable assurance that the proposed project would not lower ambient water quality standards with respect to the effects of dock dredging, prop dredging in the immediate vicinity of the dock, and prop wash associated with increased powerboat traffic on the entire lake. Boats presently mooring on the south shore undoubtedly dredge the bottom with their props. However, the effects are less destructive than the prop dredging that would be associated with the proposed dock, even ignoring the effects of dock dredging and prop wash from additional powerboats. First, fewer boats are using the area now than would be with the proposed dock. Second, although possibly once vegetated, the lakebottom adjacent to the shore is sandy without much vegetation or sediment, so resuspension of sediment and release of phosphorus is less of a problem presently than it would be with the use associated with the new dock. The record does not support a finding that the water quality of Lake Down has been adversely affected by the erosion of rubble and fill from the bank used to construct the realigned Conroy-Windermere Road 30 years ago. Concerns about unfiltered stormwater runoff bypassing the vegetated strip by pouring down the eroded paths into the lake are misplaced. Some governmental entity has installed a stormwater system along aconsiderable part of Conroy-Windermere Road, and the outfall is directly into Lake Down shoreside of the west end of the proposed dock. 5. Effect of Proposed Project on Public Interest Orange County has failed to provide reasonable assurance that the proposed project would be clearly in the public interest after balancing the statutory criteria. The proposed project would achieve a net gain in upland safety, although not without exposing pedestrians using the sidewalk to new risks. The project would also increase boater safety by improving navigability in the vicinity of the boat ramp. However, degradations in water quality negatively impact the issues of public health, the property of others, the conservation of fish and wildlife, and fishing or recreational values, which ironically may be threatened as Lake Down risks becoming a victim of its well-deserved popularity. The current condition and relative values of the functions performed by the lakebottom also militate against a finding that the proposed project, which would be permanent in nature, is clearly in the public interest. The factors in the preceding paragraph outweigh the statutory factors in favor of a finding that the project is clearly in the public interest. In addition to the gains in upland safety and navigability, the other favorable factors are that the proposed project would not adversely affect the flow of water or cause harmful erosion or shoaling. A neutral factor isthat the proposed project would not help or harm significant historic and archaeologic resources.
Recommendation Based on the foregoing, it is hereby RECOMMENDED that the Department of Environmental Regulation enter a final order denying the application of the Orange County Parks Department for a dredge and fill permit to construct a floating dock 420 feet by 7 feet. ENTERED this 2nd day of April, 1991, in Tallahassee, Florida. ROBERT E. MEALE 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 2nd day of April, 1991. APPENDIX Treatment Accorded Proposed Findings of Orange County Adopted or adopted in substance: 1-7 (except last sentence of Paragraph 6); 9 (except for last two sentences)- 11 (except first sentence); 12 (except that the amendment eliminated all construction-related dredging)-19 (except the railing in Paragraph 14 runs the entire landward side of the floating dock, but not the fixed docks); 20 (except the last sentence); 25; 27 (except last sentence); 29 (first sentence; however, the implication that the erosion is having an adverse effect on water quality is rejected as against the greater weight of the evidence); 30 (except that the implication that wave and wake action are presently eroding the shore is rejected as against the greater weight of the evidence); 32; 33 (in sense of increasing boater usage of lake, but not in sense of maintaining the water conditions on which the lake ultimately depends for its recreational value); 35-36; 39 (third and fourth sentences); 40 (there would be a net increase in upland safety); 42 (the crosswalk would somewhat increase upland user safety); 43; 44 (through the colon); 46; 48 (second and third sentences); 49 (except that the summer, 1990, findings of Windermere's expert are also credited); 51 (except as to the improvement in ambient water quality between baseline year and year immediately preceding the application); 52 (except for characterization of chlorophyll a value as very low) with attendant implication that this value, in conjunction with readings of .04-.05 mg/l of phosphate in the summer of 1990, is not cause for serious concern); 56-57; 59 (all but first sentence); 60 (second and third sentences); and 71 (last sentence). Rejected as irrelevant: 6 (last sentence); 11 (first sentence); 20 (last sentence); 21-22; 26 (second sentence); 28; 44 (following the colon)-45; 47; 54 (first sentence); 55 (there is no safe harbor for proposed projects whoseeffects would degrade ambient water quality, but still leave the waters in good condition); 67; and 74-75. Rejected as subordinate: 8; 9 (last two sentences); 28; 34 (second sentence); 41; 53; 63 (except for first sentence); 64; 69; and 74-75. Rejected as against the greater weight of the evidence: 23; 26 (first sentence); 27 (last sentence); 29 (second sentence); 31; 34 (except second sentence); 37 (except whether the proposed dock is a political "hot potato" is irrelevant); 38 (except that the existing facility is "very mediocre"); 50 (second sentence as to relevant ambient water quality and third sentence); 54; 55 (although the water quality in Lake Down remains generally good, recent readings of phosphorus levels of .04-.05 mg/l are a cause of serious concern); 58; 59 (first sentence, at least as to the bottom beginning around where the dock would be placed); 60 (first sentence); 61 (the County's own survey, which accompanied the application, has been credited over the incidental findings of an expert, who did not carefully establish the exact proposed location of the dock and was preoccupied with water sampling); 62 (strictly speaking, the County has failed to provide reasonable assurance that the boat dock will not lead to degradation in ambient water quality); and 63 (first sentence)-71 (except for last sentence). Rejected as unnecessary: 39 (first two sentences) and 72-73. Rejected as recitation of evidence: 48 (first sentence) and 50 (first and second sentences except for the identification of the baseline year and the year immediately preceding the application). Miscellaneous: 24: first sentence is adopted in substance as the average is probably about 10', although the distance is as much as 17'. The second sentence as to where the boat dock could be built--i.e., further away from theshore to reduce or eliminate dock dredging--is rejected as irrelevant. Orange County did not offer to amend its application, nor even provide a new location for the dock. In any event, the relocation of the dock in deeper water would not reduce the damage done to the lake by the prop wash associated with the additional boat traffic that the new dock would generate. Treatment Accorded Proposed Findings of DER Adopted or adopted in substance: 1-5 (except erosion-protection clause in Paragraph 4); 6 (first sentence, although the elevations have been discussed in detail in the findings and, though the dock probably averages about 10' from normal shoreline, it is as much as 17' offshore); 7-14 (except, as to Paragraph 8, 41-65 launchings represents typical summertime usage and 395 represents peak usage, probably on a holiday); 18; 19 (second sentence); 26-28; 30 (first sentence); 33-34; 37-39 (except, as to Paragraph 38, first sentence and last clause implying the need to control erosion to protect water quality); 41-42; and 46-47. Rejected as against the greater weight of the evidence: 4 (erosion-protection clause); 6 (second sentence because the County's own survey, which accompanied the application, has been credited over the incidental findings of an expert, who did not carefully establish the exact proposed location of the dock and was preoccupied with water sampling); 15 (except second and fourth sentences); 16 (first sentence); 17; 19 (first and second sentences); 25; 29-32 (except first sentence of Paragraph 30); 35; 36 (except first sentence); 38 (first sentence and last clause implying the need to control erosion to protect water quality); 40; and 43-44. Rejected as recitation of evidence: (second and fourth sentences). Rejected as irrelevant: (second through fourth sentences) and 19 (third sentence--there is no safe harbor forproposed projects whose effects would degrade ambient water quality, but still leave the waters in good condition--and last sentence). Rejected as unnecessary: 19 (last sentence as to benzene); 21-23 (except that the facts of this case, such as the quick elimination of benzene from the water and the proximity of sampling to boat periods of numerous boat launches and no rain, suggest that gasoline-powered boats, not stormwater, are responsible for most of the benzene finding its way into Lake Down); 24-25; and 45. Rejected as subordinate: 20. Rejected as repetitious: 36 (first sentence). Treatment Accorded Proposed Findings of Windermere Adopted or adopted in substance: 1-14 (except last sentence of Paragraph 11); 18-19; 26 (first and last sentences); 28 (first three sentences through "not be floating" and third and second to last sentences, although the prospect of either DER or orange County interpreting Special Condition 7 as requiring the closure of the entire facility for significant periods of time is highly remote); 33-34; 35 (as to intention to construct crosswalk); 38; 40 (first three sentences); 42 (first three sentences); 46 (first sentence); 49 (second sentence); 50 (except second sentence); 51 (first sentence); 52 (except last sentence); 54-57; 59 (first two sentences)-61 (except for final sentences in Paragraphs 60, as to benzene, and 61); 62; 65 (last sentence); and 67. Rejected as subordinate: 11 (last sentence); 15-17; 21-25; 27; 28 (all sentences not adopted in whole); 29-32; 35 (except as to intention to construct crosswalk); 36-37; 39; 40 (last sentence); 42 (last three sentences); 43-45; 46 (fourth sentence); 48; 49 (third and fourth sentences); 63; 65 (except last sentence); and 68-71. Rejected as irrelevant: 16; 20; 22; 49 (first sentence); and 53. Rejected as recitation of evidence: 26 (all but first and last sentences); 31; 35 (except as to intention to construct crosswalk); 41; 44-45; and 46 (second and third sentences). Rejected as against the greater weight of the evidence: 28 (portion of third sentence following "not be floating"; Orange County's position as to the meaning of Special Condition 7 did not emerge from the record, largely because of an apparent lack of detailed understanding of the impact upon the submerged bottoms of particular water elevations in terms of dock dredging and prop dredging); 50 (second sentence); 51 (second sentence); 64; and 66. Rejected as unnecessary: 47; 52 (last sentence); 58-59 (last two sentences); 60 (as to benzene); and 61. Treatment Accorded Proposed Findings of Rosser and Grice Adopted or adopted in substance: 1-39 (as to Paragraph 18, the only navigable connection and, as to Paragraph 19, the surface elevation); 45; 51 (at least as to desirability); 57 (except first sentence); 58; 59; 61-64 (except last sentence of Paragraph 64); 66 (second sentence); 68-69; 74 (fourth sentence); 75-76; 80-81; 83; 86; 88; 89 (the specific elevations have been discussed in detail in the order); 94; 96; 97; and 102. Rejected as irrelevant: 40-42; 52-55; 70-72; 74 (third and last sentences); 77-78; 84; 90; 101; and 103. Rejected as subordinate: 43-44; 46-50; 53-55; 57 (first sentence); 60; 73-74 (first and second sentences); 82 (first sentence); 85; 99-100; and 104-05. Rejected as unnecessary: 56; 59; 64 (last sentence)-66 (first sentence); 91-92; 95; and 98. Rejected as against the greater weight of the evidence: 67; 82 (second sentence); 87; and 93. COPIES FURNISHED: Douglas H. Maclaughlin Assistant General Counsel Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, FL 32399-2400 Joel D. Prinsell, Assistant County Attorney Eugene Legette, Assistant County Attorney Orange County Legal Department P.O. Box 1393 Orlando, FL 32802-1393 J. Christy Wilson, III Brigham, Moore, et al. 111 N. Orange Avenue, Suite 1575 Orlando, FL 32801 J. Stephen McDonald John M. Robertson Robertson, Williams, et al. 538 East Washington Street Orlando, FL 32801 Robert W. Williams P.O. Box 247 Windermere, FL 34786 Carl D. Patterson, Jr. 219 Third Avenue Windermere, FL 34786
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.
