The Issue Whether Respondent discriminated against Petitioners in violation of the Florida Fair Housing Act (Florida FHA); and, if so, the relief to which Petitioners are entitled.
Findings Of Fact Sun Lake is an apartment complex located in Lake Mary, Florida. Ms. Pollock is the property manager of Sun Lake, and has been employed in this capacity for approximately seven years. Mr. Green is an African-American male. The brothers leased and resided in an apartment at Sun Lake from 2012 through July 31, 2017. Mr. Green asserted that Jude is disabled, however, no other evidence to support that assertion was provided. Mr. Green alleged that Respondent failed to provide Petitioners accommodations that were requested in December 2016: change their apartment locks to the brothers’ “own private locks”; stop the trash service pick-up to the brothers’ apartment; and establish a community garden within the Sun Lake property. It is undisputed that Respondent ceased the trash service pick-up, but the evidence was insufficient to support whether the apartment locks were or were not changed. There was insufficient evidence to support a finding of fact regarding the establishment of a community garden within the Sun Lake property.5/ Mr. Green suggested a December 2016 police report was fraudulent because a name on the report was incorrect, and he had not filed a police complaint regarding noise above their apartment. The evidence was insufficient to support a finding of fact on this allegation. Mr. Green admitted to withholding rent on several occasions as a method to have the requested accommodations secured. Ms. Pollack confirmed there was a valid lease agreement between Sun Lake and Petitioners. Further, she provided that Respondent did, in fact, stop the trash service pick-up to their apartment as Petitioners requested. Ms. Pollack lacked specific knowledge regarding whether Petitioners’ apartment door locks were changed, but offered that Respondent must maintain an apartment key. This is done in order to secure access to each apartment in a timely manner for health and safety reasons. Respondent’s maintenance staff would not enter any apartment without a specific request for service. Ms. Pollack provided the multiple dates on which Petitioners’ rental payments were late. Petitioners and Respondent became involved in eviction proceedings in circuit court. At some point, Petitioners and Respondent entered a settlement stipulation that Petitioners would vacate their apartment earlier than their lease agreement, and pay the rental fees and other associated fees to Respondent. Following Mr. Green’s testimony, and both the direct and cross-examination testimony of Respondent’s sole witness, Ms. Pollock, Mr. Green moved to dismiss the case. No credible evidence was presented that Respondent discriminated against Petitioners in any fashion.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that a final order be entered by the Florida Commission on Human Relations dismissing Petitioners’ Petition for Relief in its entirety. DONE AND ENTERED this 21st day of May, 2019, in Tallahassee, Leon County, Florida. S LYNNE A. QUIMBY-PENNOCK 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 21st day of May, 2019.
The Issue Whether Respondent, Westwood Country Estates, Inc.'s, application to modify surface water management Permit 43-00155-S should be granted.
Findings Of Fact All lands pertinent to this proceeding are located in northwestern Martin County, Florida, within the jurisdiction of the South Florida Water Management District (SFWMD). Respondent, Westwood Country Estates, Inc. (Applicant), is the owner of 82.1 acres of land that it proposes to develop into a residential subdivision known as Westwood Country Estates (Westwood). Westwood is adjacent to and west of Canoe Creek subdivision, an existing residential single family subdivision consisting of 85.6 acres. The lands constituting Westwood and Canoe Creek subdivision historically drain in an easterly to southeasterly direction into Bessey Creek and from Bessey Creek into a major drainage canal maintained by SFWMD referred to as C-23. The primary drainage for Westwood has historically been across the lands constituting the Canoe Creek subdivision. Petitioners are the Canoe Creek Property Owners Association, Inc., and individual property owners in the Canoe Creek subdivision. The primary grounds for their objections to the modifications are their contentions that the Westwood modifications would overload the Canoe Creek surface water management system, thereby flooding streets and homes, damaging septic tanks, and polluting the wells that serve Canoe Creek subdivision. Petitioners also object to the repairs and improvements to the Canoe Creek surface water, management system that are recommended by Applicant and are incorporated as special conditions to the application. Permit No. 43-00135-S, issued by SFWMD in 1979, as modified by SFWMD in 1981, is the surface water management permit for Canoe Creek subdivision. The surface water management system for Canoe Creek subdivision consists of drainage swales, a detention pond, culverts, and weirs. From the detention pond, surface water drains via grassy swales easterly to a roadside ditch at Murphy Road, then southerly parallel to Murphy Road into Bessey Creek, which drains into the C-23 canal. Outfall for the Canoe Creek system is authorized at the rate of 21 cubic feet per second during the applicable 10-year, 3-day design storm. A perpetual easement for utility and drainage purposes was granted on December 17, 1979, by the owner of the real property that was developed as the Canoe Creek subdivision, for itself and for its successors and assigns, to the then owners of the Westwood property, its successors and assigns. This easement, which is 20 feet in width and 485 feet in length, authorizes the drainage of water from Westwood into the Canoe Creek surface water management system. On the common boundary between Canoe Creek subdivision and Westwood there is a v-notch weir structure which is designed to regulate the outfall from Westwood to the Canoe Creek system. From that weir structure, the drainage easement runs easterly to what was in 1979 the Canoe Cheek subdivision area perimeter ditch and to what is now the Canoe Creek subdivision retention lake. This grant of easement was recorded in the public records of Martin County, Florida, on December 17, 1979, in Official Records Book 485, pages 2163-2165. On February 14, 1980, Permit 43-00155-S, a construction and operation surface water management permit was issued by SFWMD to the owners of Westwood. The permitted surface water management system for Westwood consists of wetlands areas, detention areas, drainage swales, culverts, and weirs. Outfall from the Westwood system is authorized at the rate of 21 cubic feet per second during the applicable 10-year, 3-day, design storm event. The outfall flows through the weir structure on the boundary between Westwood and Canoe Creek subdivision, through the drainage easement, into the Canoe Creek detention pond, and through the Canoe Creek surface water management system. Ultimate outfall for both the Westwood system and the Canoe Creek system is through Bessey Creek and the C-23 canal. Modifications to Permit 43-00155-S in 1982 and in 1983 did not alter Westwood's basic surface water management system. Since 1980, the surface water management system permitted for Westwood has contemplated that the surface water outflow would be discharged through the Canoe Creek subdivision surface water management system and that these surface water management systems be an integrated system consisting of detention ponds, drainage swales, culverts, and weirs, with outfall into Bessey Creek and then into the C-23 Canal. In August 1988, an unauthorized water discharge occurred from the Westwood properties during a heavy storm before the completion of the Westwood surface water management system. This unauthorized discharge of water occurred through a breach in the partially completed dike located at the southern perimeter of Westwood. The breach in the dike on the southern perimeter was caused, in part, because Westwood was receiving an unauthorized discharge of water from a 56 acre parcel which adjoins Westwood on its western boundary. This unauthorized discharge onto Westwood was through a separate breach in the western perimeter dike. The Notice of Violation, which was issued by SFWMD to Applicant following this unauthorized discharge, precipitated the application which is the subject of this proceeding. Since the unauthorized discharge, the construction of Westwood's surface water management system has been completed. The perimeter of Westwood has been bermed to prevent unauthorized discharges from the off-site area. On October 14, 1988, Applicant, pursuant to Chapter 373, Part IV, Florida Statutes, and the applicable rules found in Chapter 40E-4, Florida Administrative Code, applied for the modification to Permit 43-00155-S that is the subject of this proceeding. Howard Searcy, Westwood's consulting engineer, determined that approximately 56 acres of off-site property to the west of Westwood was draining onto Westwood and that provision should be made for this off-site area in Westwood's surface water management system. The modification process was necessary because the existing permit authorized drainage onto Westwood from only four of the 56 acres. As permitted by the rules and practice of SFWMD, the application for modification was submitted in the form of a letter. The application requested the following modifications to Permit 43- 00155-S: That the tributary off-site area be increased from 4 acres to 56 acres; That catch basin 23, which receives the off-site flow from the adjoining off-site 56 acres, be raised from elevation 12.0 feet NGVD to elevation 12.5 feet NGVD at the grate; That the elevation of the crest of the outfall structure between Westwood and Canoe Creek subdivision be lowered from 12.1 feet NGVD to elevation 11.8 feet NGVD and that the bleeder of the structure be lowered from 11.5 feet NGVD to 11.3 feet NGVD. The request to raise by six inches the catch basin which receives the flow from the off-site property was made so that more water would be detained on the off-site property during design storms. The request that the outfall structure between Westwood and Canoe Creek be lowered was made to authorize an increase in the peak discharge in a design storm event from the permitted 21 cubic feet per second to the proposed 21.3 cubic feet per second. The data submitted by Westwood in support of its application included a backwater analysis prepared by Mr. Searcy and his staff. The backwater analysis is a detailed computer analysis of the Westwood surface water management system and the effects of the proposed modifications designed by Mr. Searcy and his engineering staff. The data also contained an analysis of the Canoe Creek subdivision surface water management system and the effects of the modifications on that system. The backwater analysis determined that the Canoe Creek subdivision surface water management system was not operating as designed and that the system should be improved by regrading existing swales, adding additional culverts, and modifying existing weirs. Mr. Searcy made the following specific recommendations for improvements to the Canoe Creek subdivision surface water management system. Station 0+00 (southern entrance road): Replace the existing 24" CMP culvert with 2 - 30" CMP culverts. Station 7+69 (main entrance road): Replace the existing 24" 34" CMP Arch culvert with 2 - 24" x 35" CMP Arch culverts. Note: if existing 24" x 34" CMP Arch culvert is in good condition, just add 1 - 24" x 35" CMP Arch culvert at this location. Station 13+00 (outfall structure): Verify that the existing structure was built as designed and then increase the weir length to 6.1' at crest elevation 10.25'. The top of this weir structure should also be increased to elevation 20.0'. [The recommendation that the top of the weir structure be increased to elevation 20' was a typographical error. The correct elevation should be 12'.] Station 13+00 to 14+78 (east-west swale): Regrade the swale bottom to remove all high point greater than elevation 8.25'. Station 14+78 (internal road) Replace existing 24" x 34" CMP Arch culvert with 2 - 24" 35" CMP Arch culverts and lower the invert elevation to 8.25'. Note: If the existing 24" x 34" CAP Arch culvert is in good condition, then just add 1 - 24" x 35" CMP Arch culvert at this location. Station 13+23 to 19+29 (east-west swale) : Regrade swale bottom starting at elevation 8.25' at station 15+23 and ending with elevation 8.5' at station 19+29. Station 19+29 (weir structure): Increase weir length to the permitted weir length of 5.0' at the existing weir crest elevation 10.14'. Without the improvements to the Canoe Creek system recommended by Mr. Searcy, the Canoe Creek subdivision system will not function as designed and as permitted. After the initial review of the application the SFWMD requested that Applicant submit additional information and that it clarify certain items. The Applicant provided all data and clarifications requested by the SFWMD. The SFWMD staff thereafter deemed the application complete. The Staff Report prepared by the SFWMD review team on March 24, 1989, recommended that the modification to the permit be granted with certain conditions. The conditions were of two types, limiting conditions, which are standard conditions attached to most permits, and special conditions, which are conditions unique to this permit. The special conditions, pertinent to this proceeding, are as follows: Prior to the commencement of construction of the proposed surface water management system improvements within Canoe Creek (Permit No. 43-00135- S), a permit modification to permit No. 43-00135-S shall be required. This modification is conditioned on the downstream improvements to the Canoe Creek outfall system (Table I) being completed. If the Canoe Creek system is not improved, Westwood Country Estates, Inc. shall be required to submit revised plans and calculations demonstrating an alternate outfall route. * * * 16. Any development of the 56-acre off- site area will require compliance with an allowable discharge not exceeding 3.4 CFS during the 10-year 3-day design event. The improvements to the Canoe Creek system required by condition 12 are those conditions recommended by Mr. Searcy and set forth in paragraph 13 of this Recommended Order. Applicant has accepted the conditions that were attached by SFWMD to the granting of the proposed modification. As presented at the formal hearing, the application for modification incorporates the conditions imposed by SFWMD. The backwater analysis that was prepared by Mr. Searcy assumed that the improvements he recommended to the Canoe Creek surface water management system would be made. Westwood has complied, in all material respects, with the SFWMD permitting rules and regulations and has supplied all information requested of it by SFWMD. The appropriate employees of SFWMD processed the modification application in accordance with SFWMD rules. All information deemed pertinent to the application was assembled, the data was reviewed, and the applicable permitting files were researched. Applicant has provided reasonable assurances that all permitting criteria adopted by SFWMD will be met if the conditions attached to the application are implemented. SFWMD's flooding protection and drainage criteria, which was of particular concern at the hearing, will be met. There should be no impact on the level, flow, or quality of groundwater. Water quality standards adopted by the State of Florida as set out in Chapter 17-3, Florida Administrative Code, will have been met or exceeded, and there should be no adverse environmental impacts. The wetlands on the 56 acres of off-site area will benefit by the additional retention caused by the raising of the level of Catch Basin #23. The surface water management system, with the modifications proposed by Applicant, can be effectively operated and maintained. A condition of the permit is that Applicant form a homeowner's association to take over the operation and maintenance of the system after development is completed. The approval and implementation of the proposed modifications and conditions thereto will not adversely affect the public health and safety, adversely affect the legal rights of others, be harmful to the water resources of the State, or be contrary to public policy. Petitioners have failed to factually refute Applicant's showing that it has provided reasonable assurances that all pertinent permitting criteria adopted by SFWMD will be met if the permit modification, as conditioned, is approved and implemented.
Recommendation Based on the foregoing findings of facts and conclusions of law, it is RECOMMENDED that South Florida Water Management enter a final order which approves application for the modification of Permit No. 43-00155-S filed by Westwood Country Estates, Inc., subject to the terms and conditions recommended by the South Florida Water Management District staff report. DONE AND ENTERED this 5th day of December, 1989, in Tallahassee, Leon County, Florida. CLAUDE B. ARRINGTON Hearing Officer The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 904/488-9675 Filed with the Clerk of the Division of Administrative Hearings this 5th day of December, 1989. APPENDIX TO THE RECOMMENDED ORDER IN CASE NO. 89-2197 The following rulings are made on the findings of fact submitted on behalf of Westwood Country Estates, Inc. The proposed findings of fact in Section I are adopted in material part by paragraphs 4, 5, 7-11 and 15 of the Recommended Order. The proposed findings of fact in Section 11 are adopted in material part by paragraph 3 of the Recommended Order. The proposed findings of fact in Section III are adopted in material part by paragraph 7 of the Recommended Order. The proposed findings of fact in Section IV are adopted in material part by paragraphs 6 and 7 of the Recommended Order. The proposed findings of fact in Section V are adopted in material part by paragraph 6 of the Recommended Order. The proposed findings of fact in Section VI are adopted in material part by paragraph 7 of the Recommended Order. The proposed findings of fact in Section VII are adopted in material part by paragraph 8 of the Recommended Order. The proposed findings of fact in Section VIII are adopted in material part by paragraphs 12-20 of the Recommended Order. The proposed findings of fact in Section IX are rejected as being unsubstantiated by the record and as being a conclusion of law. The following rulings are made on the findings of fact submitted on behalf of South Florida Water Management District. 1. The proposed findings of fact in paragraph 1 are adopted in material part by paragraph 2 of the Recommended Order. 2. The proposed findings of fact in paragraph 2 are adopted in material part by paragraphs 8 and 9 of the Recommended Order. 3. The proposed findings of fact in paragraph 3 are adopted in material part by paragraph 9 of the Recommended Order. 4. The proposed findings of fact in paragraph 4 are adopted in material part by paragraphs 9-11 of the Recommended Order. 5. The proposed findings of fact in paragraph 5 are adopted in material part by paragraphs 5 and 7 of the Recommended Order. The proposed findings of fact in paragraph 6 are adopted in material part by paragraphs 15 and 18 of the Recommended Order. The proposed findings of fact in paragraph 7 are rejected as being subordinate to the findings made in paragraph 3 of the Recommended Order. The proposed findings of fact in paragraph 8 are adopted in material part by paragraphs 6 and 7 of the Recommended Order. The proposed findings of fact in paragraph 9 are adopted in material part by paragraphs 6 and 7 of the Recommended Order and are rejected to the extent that they are subordinate to the findings of paragraph 7 of the Recommended Order. The proposed findings of fact in paragraph 10 are rejected as being subordinate to the findings made in paragraphs 3 and 7 of the Recommended Order. The proposed findings of fact in paragraph 11 are rejected as being subordinate to the findings made in paragraph 18 of the Recommended Order. The proposed findings of fact in paragraph 12 are adopted in material part by paragraph 18 of the Recommended Order. The proposed findings of fact in paragraph 12 are adopted in material part by paragraph 18 of the Recommended Order. COPIES FURNISHED: Don Mooers, Esquire Qualified Representative Post Office Box 1147 Palm City, Florida 34990 David J. Chestnut, Esquire 215 South Federal Highway Stuart, Florida 34994 Terry E. Lewis, Esquire Steve Lewis, Esquire Messer, Vickers, Caparello, French & Madsden, P.A. 2000 Palm Beach Lakes Blvd. Suite 301 West Palm Beach, Florida 33409 John J. Fumero, Esquire South Florida Water Management District Post Office Box 24680 West Palm Beach, Florida 33416-4680
The Issue The issues for determination are: (1) whether Respondent violated Section 112.313(6), Florida Statutes, in misusing his official position by threatening to discontinue the City's patronage of the Complainant's business because she displayed the campaign sign of one of Respondent's opponents in her business window; and (2) if so, what penalty should be imposed.
Findings Of Fact Tom Ramiccio (Respondent) was elected to the Lake Worth City Council. He was elected mayor in 1997. On February 21, 1999, Respondent was involved in a campaign for re-election. The election was held in March and Respondent was re-elected. As Mayor of the City of Lake Worth (City of Lake Worth or City), Respondent was subject to the requirements of Part III, Chapter 112, Florida Statutes, the Code of Ethics for Public Officers and Employees. Carol Dippel is a florist who owns a shop on Lake Avenue in downtown Lake Worth. Once a year there is a "street painting festival" in the downtown area. The festival was in progress on February 21, 1999. During the 1999 street painting festival, Respondent was campaigning for re-election. During the street festival, on February 21, 1999, Respondent went into Ms. Dippel's store, Lake Avenue Flowers and Balloons, because he noticed a campaign sign for his opponent in her store window. Respondent's opponent for that election was Pam Wynn. Respondent was curious about why Ms. Dippel was supporting his opponent and inquired whether he had done anything to offend her. Ms. Dippel responded that she believed that Respondent had done a good job for the City, but that she was supporting Ms. Wynn because of Respondent's position on the neon lighting ordinance. Respondent told Ms. Dippel that even if Pam Wynn were elected, there would be no change in the neon ordinance. This was because four other city commissioners supported the neon ordinance. Ms. Dippel had two neon calla lilies in her storefront and supported the rights of shop owners to use neon signs. Respondent, on the other hand, was strongly opposed to neon lights in the downtown area and had supported a recently-passed ordinance restricting the use of neon. Respondent and Ms. Dippel then proceeded to have discussion that lasted about 10 to 15 minutes. They debated Respondent's vision of a historic downtown area and also discussed the artistic merits of neon and the role of the government in limiting the individual choice and rights of property owners. The discussion between Respondent and Ms. Dippel was spirited but not angry. However, as Respondent turned to leave, he told Ms. Dippel that in the past he and the City of Lake Worth had done business with her but would no longer do so. Ms. Dippel felt that Respondent, by this statement, was trying to coerce or intimidate her into removing the Pam Wynn sign from the window of her shop. Portions of the conversation between Respondent and Ms. Dippel were overheard by Beverly Douglas, an occasional employee of Ms. Dippel, who was working in the shop that day. Ms. Douglas heard Respondent tell Ms. Dippel that he, his wife, and the City of Lake Worth had been customers of Ms. Dippel but would no longer do business with her. Ms. Douglas believed that Respondent's conduct was intimidating and characterized his statements to Ms. Dippel as "giving her a hard time." Ms. Douglas' testimony was credible and her account of Respondent's statement that he and the City of Lake Worth would discontinue doing business with Lake Avenue Flowers and Balloons corroborated that of Ms. Dippel. The City of Lake Worth does not have a contract to purchase flowers from Ms. Dippel's store, nor does it have an account there. However, the City of Lake Worth has purchased flowers from Ms. Dippel's store in the past, although not on a regular basis. An affidavit from the City Finance Director reflects that the City purchased flowers or other products or services from Ms. Dippel's store on three occasions since March of 1996. According to the City's financial records, the City made the following payments to Lake Avenue Flowers: $12.00 on or about March 26, 1996; $95.00 on or about September 22, 1997; and $100.00 on or about May 26, 1998. Respondent was not been involved in any of the aforementioned purchases made by the City from Ms. Dippel's store. However, Respondent, the city manager, and both of their secretaries were authorized to purchase flowers on behalf of the City. The street painting festival was co-chaired by Respondent's friend and supporter, Marion Webber, and funded in part through City grant money. In prior years, the festival had used Ms. Dippel's store to provide gifts to participants. After the February 21, 1999, incident, Ms. Dippel received no more business from the City of Lake Worth or the festival. Respondent admitted that Ms. Dippel's version of what happened on February 21, 1999, is accurate, with the exception of the threat, which he denies. However, the testimony of Ms. Dippel is credible and her version of events, relative to Respondent's statements, is accepted.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that a Final Order and Public Report be entered finding that Respondent, Tom Ramiccio, violated Section 112.313(6), Florida Statutes; imposing a civil penalty of $2,000; and issuing a public censure and reprimand. DONE AND ENTERED this 2nd day of August, 2000, in Tallahassee, Leon County, Florida. CAROLYN S. HOLIFIELD Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUMCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 2nd day of August, 2000. COPIES FURNISHED: Bonnie J. Williams, Executive Director Florida Commission on Ethics 2822 Remington Green Circle, Suite 101 Post Office Drawer 15709 Tallahassee, Florida 32317-5709 Virlindia Doss, Esquire Department of Legal Affairs The Capitol, Plaza Level 01 Tallahassee, Florida 32399-1050 Mark Herron, Esquire E. Gary Early, Esquire Akerman, Senterfitt & Eidson, P.A. 301 South Bronough Street, Suite 200 Post Office Box 2555 Tallahassee, Florida 32302-2555 Sheri L. Gerety, Agency Clerk Florida Commission on Ethics 2822 Remington Green Circle, Suite 101 Post Office Drawer 15709 Tallahassee, Florida 32317-5709 Philip C. Claypool, General Counsel Florida Commission on Ethics 2822 Remington Green Circle, Suite 101 Post Office Drawer 15709 Tallahassee, Florida 32317-5709
The Issue The issue presented for decision in this case is whether Orange County should be granted Environmental Resource Permit (“ERP”) No. 940519-1 for the Keene’s Park and Boat Ramp project (also referred to herein as the "R.D. Keene boat ramp") to be located on Lake Isleworth, part of the Butler Chain of Lakes, an Outstanding Florida Water (“OFW”), pursuant to the permitting criteria of Chapter 373, Part IV, Florida Statutes, Chapter 40E- 4, Florida Administrative Code, and the Basis of Review for Environmental Resource Permit Applications of the South Florida Water Management District (the “District”).
Findings Of Fact Based on the oral and documentary evidence adduced at the final hearing, and the entire record in this proceeding, the following findings of fact are made: THE PARTIES Petitioner Alicia O’Meara and Intervenor Regina Gibbs are the owners of waterfront property on Lake Isleworth. Petitioner James E. Slater is the trustee and legal owner of waterfront property on Lake Isleworth. Orange County is the owner of waterfront property on Lake Isleworth. The Orange County Parks and Recreation Department, which prepared and submitted the ERP application, administers a budget in excess of $36 million and employs more than 425 persons. The District is a public corporation initially established under Chapter 25270, Laws of Florida, 1949, and currently operating pursuant to Chapter 373, Florida Statutes, and Chapter 40E, Florida Administrative Code. The District is statutorily responsible for issuance of ERP permits. THE CURRENT SITUATION The Butler Chain of Lakes is a series of interconnected lakes in Orange County, covering in excess of 5,000 acres, and including Lake Down (the northernmost lake in the Butler Chain), Lake Butler, Wauseon Bay, Lake Louise, Lake Isleworth (also known as Lake Palmer), Lake Chase, Lake Blanche, Lake Tibet-Butler, Lake Sheen, Pocket Lake, Little Fish Lake, and their connecting canals. The Butler Chain drains south into the Upper Kissimmee River Basin. The Butler Chain of Lakes is a Class III water body, and has been designated as an OFW since 1984. The Butler Chain of Lakes is surrounded by exclusive residential communities. There are approximately 1,400 docks on the Butler Chain of Lakes, providing private access to at least that many motorized watercraft. At all relevant times, there has been one boat ramp open to the general public on the Butler Chain. That public ramp is located in the southeastern portion of Lake Down, and is immediately adjacent to vehicular traffic on Conroy-Windermere Road. The ramp was deeded to Orange County by a private owner in the 1950s. The Lake Down ramp is an inclined cement or concrete slab that leads down into the shallow water and allows boat trailers to be backed to water’s edge and boats to be unloaded into Lake Down. The ramp has no dock, floating dock, buoys, or any other structure that would provide ease of access to handicapped or disabled persons. The ramp has no mooring facility in its vicinity. Should there be a need to moor a boat, the operator must do so in the shoreline vegetation. The Lake Down ramp has no adjacent parking lot. Orange County leases a vacant lot on the other side of Conroy-Windermere Road for boat ramp parking. This lot is approximately 1,900 feet from the boat ramp. Boaters must unload their boats at the ramp, moor the boats, drive to the lot to park their vehicles and trailers, then walk the 1,900 feet along Conroy-Windermere Road back to the place where they left their boats. The sidewalk along Conroy-Windermere Road does not extend the full 1,900 feet between the Lake Down ramp and the vacant lot. For about 300 feet of the trek to and from the ramp, people must walk on the roadside grass. Orange County leases the vacant lot from Windermere Property Holdings. The term of the lease expires on January 15, 2001. The lease also provides that either party may terminate it by providing 60 days written notice. Absent this lease, Orange County would have no provision for parking vehicles and boat trailers anywhere remotely near the Lake Down ramp. A further problem with the public ramp at Lake Down is that the only access channel from Lake Down to the remainder of the Butler Chain is through Wauseon Bay. The Wauseon Bay channel runs under a low vehicular overpass, which prevents access for all but the smallest boats from Lake Down to the other lakes in the chain when the water level is too high or too low. Thus, there are times when the general public has boating access only to Lake Down, the northernmost lake in the Butler Chain. There are other boat ramps on the Butler Chain, but none of these is available to the general public of Orange County. The Orlando Utility Company owns a private ramp on Lake Down. The Town of Windermere owns a public ramp, but allows its use only by residents of the Town of Windermere. The Sportsman’s Club owns a ramp on Lake Sheen, but access is limited to club members. There is a private ramp on Lake Tibet-Butler at the Bay Hill Lodge, with a fueling system, a marina, and a mooring facility. The Isleworth Country Club owns a recently permitted ramp on Lake Tibet-Butler. THE KEENE'S PARK AND BOAT RAMP SITE The limited public access to the Butler Chain led the Orange County Board of County Commissioners to pursue a policy of obtaining multiple access sites on the Butler Chain. The Keene's Park site, on approximately 52 acres of property owned by Orange County, was the Board’s first choice. The site of the proposed R.D. Keene boat ramp is located within an abandoned citrus grove. While the site was being used as a citrus grove, a canal was constructed from Lake Isleworth to the adjacent uplands to provide a source of water for irrigation. The proposed ramp would be located within this previously excavated canal, which is deep enough to permit navigation out into the lake without running over shallow areas and with minimal potential for turbidity. Also on the site was a pump house for a diesel powered pump that was used for irrigating the citrus grove. A site inspection indicated that there was soil contamination caused by a fuel leak from the pump house. At the request of the Florida Department of Environmental Protection (“DEP”), Orange County removed the pump house and performed environmental remediation on the site, including the removal, incineration and replacement of 21 tons of soil. DEP issued a Site Rehabilitation Completion Order on February 15, 1995, indicating that Orange County had fully remediated the on-site contamination. On May 19, 1994, Orange County submitted to the District a Joint Application for Works in the Waters of Florida. The Surface Water Application was numbered 940519-1, and the Dredge and Fill Application was numbered 940519-1-D. The District sent Requests for Additional Information as to both permits to Orange County on August 24, 1994, and Orange County submitted its responses to December 6, 1995. The District sent further Requests for Additional Information to Orange County as to both permits on January 12, 1996, and Orange County responded to both requests on November 6, 1996. On or about November 7, 1996, Orange County converted its Surface Water and Dredge and Fill Permit Applications to an ERP Application. The District issued an ERP Staff Review Summary on December 26, 1996; an Amended ERP Staff Review Summary on October 30, 1997; and a Second Amended ERP Staff Review Summary on February 13, 1998. In each of the Staff Review summaries, District staff recommended that the proposed permit be issued, subject to attached general and special conditions. THE PROPOSED BOAT RAMP The proposed R. D. Keene boat ramp consists of a 30-foot wide boat ramp, two 6-foot wide concrete walks, one floating dock designed to accommodate the handicapped or anyone else who has difficulty getting in or out of a boat, and a mooring system allowing boats to queue for use of the ramp. No boat slips or fueling facilities are proposed for the boat ramp. The installation of the boat ramp will utilize the Tedder Boat Ramp System, which minimizes the amount of dredging and filling required during construction by placing a factory precast concrete slab directly onto the lake bottom, eliminating the need for dewatering during installation. The ramp will be a double ramp, allowing two boats to load or unload simultaneously. The Tedder System is the latest technology in boat ramps. The ramp will be beneath the boats as they get on and off the trailer, minimizing turbidity even if boats “power load,” i.e., use their engines to push the boats on and off the trailer, as opposed to manually cranking the boat on or off the trailer. In any event, power loading will be prohibited at the R.D. Keene boat ramp. This proposal contrasts with the public ramp at Lake Down, where there is no prohibition on power loading and where the boats load and unload directly over the lake bottom, creating the potential for turbidity. During construction of the R.D. Keene ramp, hay bales and a silt fence will be used to protect against erosion, and two turbidity barriers will be used to isolate turbidity caused by the construction. The erosion control devices will be placed landward of an average 25-foot upland buffer zone. The queuing system will be approximately 230-feet long to prevent shoreline mooring and to provide temporary facilities for waiting boats if the ramp is in use. A post and cabling system will be run along the line of vegetation on the northeast side of the proposed ramp, allowing boats to moor in the vicinity of the ramp. Petitioners correctly state that this queuing system, located on the west side of the ramp, will not prevent shoreline mooring on the east side of the ramp. However, Orange County more credibly contends that there is no reason for boaters to moor in the vegetation on the east side. The queuing system will permit 20 to 30 boats conveniently to moor in the vicinity of the ramp. The queuing system is on the west side of the ramp, as is the parking lot. Dale Mudrak of Orange County credibly testified that the queuing system is sufficient for the anticipated use of the ramp, and there will be no need for boaters to moor in vegetation, as they are forced to do at the Lake Down ramp. Boaters have been forced to improvise at the Lake Down ramp due to the paucity of amenities. Petitioners are wrong to assume that boaters will continue these improvised behaviors at the R.D. Keene ramp, a facility that will provide such basics as a place to moor and to park boat trailers. Pursuant to the special conditions of the District’s Staff Review, absorbent booms will be installed on each side of the boat ramp to absorb oils, greases, and petroleum-based byproducts. Each section of the boom is 10 feet long, five inches in diameter, and, according to the manufacturer’s specification, capable of absorbing six to nine gallons of petroleum-based liquid. Between six and eight booms will be in place at any given time, enough to contain small oil spills at the boat ramp. Randall Armstrong of Phoenix Environmental opined that these booms will be inadequate because they will absorb only those pollutants, particularly hydrocarbons, which they come in contact with on the surface of the water. Mr. Armstrong testified that pollutants farther down in the water column will not be absorbed by the booms, rendering the booms ineffective. Mr. Armstrong’s opinion is not credited, because it assumes that Orange County must guarantee that the booms will absorb all water-borne pollutants in the vicinity of the proposed boat ramp. Having the booms in place will obviously be preferable to not having them in place. If the booms work well, as Orange County has credibly testified they will, it is unreasonable to criticize them because they will not work perfectly. Pursuant to the special conditions of the District's Staff Review, an oil-spill emergency response kit will be maintained at the ramp site at all times. Park staff will be trained in proper use of the emergency kit. Contact numbers will be posted at the site for use by the public, should a spill occur when park personnel are not present. In case of a fuel or oil spill, park personnel are required to take immediate measures to notify the appropriate emergency response agency. The construction of the proposed boat ramp utilizes suitable technology for all stationary installations, including those created for drainage, flood control, or by dredging or filling. The parties agree that the storm water management system and the surface water management system for the project meet all applicable criteria for issuance of the ERP, and that the facility will have no adverse wetland impact. Deed restrictions between Orange County and the predecessor title holder of the property limit the number of boat trailer parking spaces to fifty (50) or fewer at all times for the entire 52-acre site. A total of 50 parking spaces are proposed for construction: 47 regular vehicle trailer spaces, two (2) handicapped spaces, and one space for staff. Posts with cabling will be constructed along the entrance roadway and parking areas to prevent parking of boat trailers in undesignated areas. Signage will also indicate that parking along the driveway and main access road is prohibited. Access to the proposed ramp will be limited to daylight hours. The R.D. Keene Park will be locked at night to prevent public access. Petitioners assert that Orange County has not and cannot guarantee that only 49 boats will enter Lake Isleworth from the ramp at any one time, citing the fact that Orange County does not control access to the ramp by way of Chase Road, which is the access road to the R.D. Keene Park. Petitioners speculate that boaters may park their trailers along Chase Road, causing an excess of 49 users of the ramp at a given time. Absent more than speculation, Petitioners’ assertions cannot be credited nor can Orange County be held at fault for failure to anticipate these remote possibilities. Petitioners are once more observing the improvised behaviors at the Lake Down ramp and assuming they will carry over to the R.D. Keene ramp, even though the latter will have adequate parking adjacent to the ramp. Petitioners also cite the fact that Orange County’s construction plans do not include fencing on the south side of the park to prevent pedestrian access from the Keene’s Pointe subdivision. Petitioners speculate that boaters will put their boats in at the R.D. Keene ramp, park their trailers somewhere in that subdivision, then walk back to the ramp to take their boats out on the lake. Again, Petitioners contend this operates to negate Orange County’s assurances there will be only 49 users of the ramp at a given time. Again, these speculations cannot be credited as facts nor can Orange County be found at fault for failure to anticipate these remote possibilities. Petitioners provided no evidence that this ramp will be so overwhelmed with boaters that the overflow will pour out into the nearby neighborhoods. The boat ramp will be staffed by personnel from the Orange County Parks and Recreation Department. Orange County staff will not be present at all times the boat ramp is open. Orange County has made no commitment to have staff present during all hours of weekend operation. Christi Flood, Manager of the Orange County Parks and Recreation Department, testified that full-time staff will be present on predictably busy weekends. Petitioners contend that the lack of staff present at the ramp during all hours of operation means that Orange County cannot prevent: power loading or unloading; draining, cleaning or washing; discharging of bilge pumps or popping of drain plugs into the water; shoreline mooring or disturbance of shoreline vegetation; fueling at the ramp; watercraft over 27 feet; boats with antifouling paint; or use of the facility by watercraft without permits. However, Petitioners failed to offer hard evidence that the patrols proposed by Orange County will not reasonably enforce the park rules, or support for their assumption that users of the boat ramp will ignore the park rules when staff is absent. Orange County could not guarantee perfect compliance with every rule, even with the full-time staff that Petitioners seek. Orange County staff will be empowered to enforce the park rules with citations, which would include fines or revocation of the privilege to use the boat ramp. Parking restrictions will be enforced by the Orange County Sheriff’s Department. The Butler Chain of Lakes is patrolled by other agencies, including the Florida Game and Fresh Water Fish Commission, Orange County’s Environmental Protection Department, the Windermere Navigational Board, and the Marine Patrol. The special conditions of the District’s Staff Review require Orange County to implement an Operational Plan, the terms of which have been specifically set forth by Orange County in its submissions to the District. To use the ramp, a boater must fill out a Day Use Permit stating that the boater will abide by the park’s rules, and pay a fee. All conditions of the Operational Plan are included in the Day Use Permit. Permitting will be done on the honor system when Orange County staff persons are not actually present. Blank permit forms will be left at the ramp. Boaters will fill out the forms, place their money in an envelope to be deposited in a secure tube provided at the site, then display the permits on their car dashboards while parked at the ramp. Ms. Flood testified that no more than 49 permits will be issued at a given time. A trailer carrying multiple watercraft will be required to obtain a permit for each watercraft. Ms. Flood conceded that more than 49 permits could be issued over the course of a day, as boats come and go from the ramp. As stated in the Operational Plan and the Day Use Permit, the following rules will apply to all watercraft launching at proposed boat ramp: No power loading or unloading. No draining, cleaning or washing at the ramp. No discharging of bilge pumps and opping of drain plugs at the ramp or in the water. No anchoring or parking along shoreline and no disturbance of shoreline vegetation. Use designated queuing system while waiting for ramp availability. No littering. All "No wake" areas must be obeyed (including the No Wake Zone within 100 feet of shoreline, as mandated by Orange County ordinance). No fueling allowed at the ramp for any watercraft. No watercraft over 27 feet will be permitted. No boats with antifouling paint will be permitted. No overnight mooring. The R.D. Keene Park will be closed if the water level falls below 97-feet. Dale Mudrak, the Program Development Supervisor in the Planning and Design section of the Orange County Parks and Recreation Department, testified that 97 feet was chosen to ensure that boats would not use the ramp when the water is too low. Mr. Mudrak stated that when the water elevation is at 97 feet, there is 5-feet of water at the ramp, but only 3-feet of water in the shallow canals leaving Lake Isleworth. He testified that the Windermere Navigational Board recommended closing the ramp when the level reaches 96 feet, but that Orange County conservatively decided to add 1-foot to the recommendation. WETLAND IMPACTS AND MITIGATION The project is expected to result in 0.07 acres of secondary wetland impacts (removal of littoral zone vegetation) above that required for construction. A total of 0.14 acres of wetland impacts will occur from direct construction and secondary wetland impacts. Mitigation for the 0.14 acres of wetland impact includes 0.56 acres of wetland creation. The wetland creation areas are divided into three separate zones (A, B, and D). Both forested and herbaceous species will be planted in each area. The forested species include cypress, red maple, sweet bay, water oak, swamp bay and dahoom. The herbaceous species include soft rush, maidencane, cordgrass, sawgrass, duck-potato, pickerel-weed, and buttonbush. Approximately 1.61 acres of wetland preservation is also provided as mitigation. Pursuant to the special conditions of the District's Staff Review, Orange County will provide a conservation easement. The conservation easement will be placed over the preserved wetlands, mitigation area, and upland buffer zones and deeded to the District. A total of 2.90 acres will be placed under this conservation easement. Elimination and reduction of wetland impacts has been demonstrated. Adverse impacts to aquatic dependent species from wetland impacts are not expected, because the values and functions provided by the proposed mitigation outweigh the wetland loss. AMBIENT WATER QUALITY Orange County has an extensive water quality monitoring program, and has accumulated historic water quality data for over thirty years, including a broad range of physical, chemical and biological parameters, for the Butler Chain of Lakes. In its application, Orange County provided site- specific water quality, sediment, and macroinvertebrate samples. The water quality parameters sampled include four categories: physical properties, inorganics, organics, and microbiology. Orange County also provided historic water quality data for a period of ten years (1984-1994) for Lake Isleworth, Lake Louise (the immediate upstream waterbody), and Lake Tibet-Butler (the immediate downstream waterbody). This data included the year Lake Isleworth was designated as an OFW in 1984 and the year prior to submission of the ERP application. Linda Jennings, the Laboratory Supervisor for the Orange County EPD, testified that the historical data demonstrated that the water quality in the Butler Chain of Lakes has been excellent since at least 1983 and remains so today, even with development and boating steadily increasing over that period. The historical data show some small variances attributable to seasonal and cyclical fluctuations, but no long- term deterioration of water quality in the Butler Chain, despite the heavy recreational use of those lakes during the period in question. The historical water quality data provided by Orange County in this case is far better than is usually submitted to an agency during the application process, even for those projects located in OFWs. This historical data allowed the District to make a more informed decision than usual regarding the long term status of the water quality of the Butler Chain. Orange County provided water quality data for those parameters showing the general water quality, and for those parameters specifically related to boat ramp activity, such as Polynuclear Aromatic Compounds, discussed in more detail below. The historic water quality data demonstrates there have been no major changes in water quality over the ten-year period of record and that, if there is any trend at all, it is a trend toward improved water quality. The water quality of Lake Isleworth and the Butler Chain of Lakes is excellent and has maintained its superior quality since 1983. ORANGE COUNTY’S PAH DATA Orange County provided water quality data from October 1997 and January 1998 for Lake Sheen, Lake Isleworth and Lake Down. Orange County collected and analyzed numerous water and sediment samples for Polycyclic Aromatic Hydrocarbons (“PAHs”), also called Polynuclear Aromatic Compounds, which are compounds found in gasoline and other petroleum products. The presence of PAHs in the water indicates the presence of petroleum products in the water. Starting on October 14, 1997 and continuing through October 20, 1997, Orange County EPD took 84 water samples on seven consecutive days at twelve stations: at the ramp, east edge, and center of Lake Down; at the west edge, center, and east edge of Lake Isleworth; at the ramp, center, and west edge of Lake Sheen; and at the ramp, center, and east edge of Lake Conway, a heavily used Orange County lake outside of the Butler Chain. Orange County EPD also took 28 sediment samples, representing a total of 84 sediment samples, at each of the twelve stations for seven consecutive days, taking composites of the three sites in each of the four lakes: Lake Down, Lake Isleworth, Lake Sheen and Lake Conway. An independent laboratory, Bottorf Associates, Inc., analyzed each of the 84 water samples and the 28 composite sediment samples for 16 different PAH parameters, including naphthalene. This represents a total of 112 samples and a total of 1,792 different PAH tests. Environmental testing laboratories are required by the Florida Department of Environmental Protection to file a comprehensive quality assurance plan (“QAP”) for all field and lab procedures they perform. Among the data included in the filed QAP is a statement of the method detection limit ("MDL"), the lowest level of a particular compound that the laboratory can report on a continuing basis using a particular form of test and a particular piece of equipment, with 99 percent confidence that the value is above zero. The MDL is arrived at by assessing the U.S. Environmental Protection Agency (“EPA”) testing method being used, in conjunction with the particular instrument and the abilities of the analyst, with the goal of stating an MDL that can be achieved on a daily basis in the ordinary operations of the laboratory. The MDL can also be described as that level below which the laboratory cannot be certain whether it is reporting accurate values or whether it is reporting background noise in the sample. The laboratory results reported by Bottorf Associates, using EPA Test Method 610 for PAHs, indicated that every reading for every parameter tested was below the MDL for the following array of PAHs (MDLs are stated in micrograms/liter): Acenaphthene 1.4 Acenaphylene 3.4 Anthracene 4.2 Benzo(a)anthracene 4.0 Benzo(a)pyrene 0.2 Benzo(b)fluoranthene 3.9 Benzo(ghi)prylene 10.0 Benzo(k)fluoranthene 4.0 Chrysene 4.0 Dibenzo(a,h)anthracene 6.8 Fluoranthene 1.7 Fluorene 3.0 Indeno(1,2,3-cd)pyrene 7.5 Naphthalene 1.4 Phenanthrene 1.2 Pyrene 2.4 Orange County’s test results indicated that, as a practical matter, there were no PAHs at any of these locations on the days of testing. In January 1998, Orange County EPD took additional water samples at the following 10 sites: the ramp, east edge, and center of Lake Down; the west edge, center, east edge, and future ramp site on Lake Isleworth; and the ramp, center, and west edge of Lake Sheen. The 10 water samples were tested for 13 different PAH constituents, including naphthalene. All of the constituents tested in January 1998, were below the MDL, confirming the testing done in October 1997. Orange County EPD’s result sheets from the January 1998, sampling included qualifier identifier codes to show that the data was being reported at a level below the MDL. Essentially, the codes indicate that no PAHs could be detected even at a level of one-half the MDL on file with DEP. Orange County’s data indicates that neither the water nor the sediments at Lake Down, which has had a public boat ramp for decades, show any reliably detectable levels of PAHs. Orange County’s data indicates that neither the water nor the sediments from Lake Sheen, which has a boat ramp for a membership club with a fueling facility and dock, show any reliably detectable levels of PAHs. Orange County’s data indicates that neither the water nor the sediments from Lake Conway, which has a heavily used boat ramp, show any reliably detectable levels of PAHs. PETITIONERS’ PAH DATA Petitioners introduced a study performed by Mote Marine, a state certified research laboratory, assessing the levels of hydrocarbon contamination associated with boat launching and loading activities at the Lake Down and Lake Sheen boat ramps. Specifically, Mote Marine sampled for naphthalene, one of the PAHs that is an indicator of petroleum discharges into the water body. Mote Marine collected water samples at the boat ramp, the opposite shoreline, and the center of Lake Down and Lake Sheen. Mote Marine also collected water samples at the site of the proposed boat ramp and near a canal on Lake Isleworth. All of these samples were taken during Labor Day weekend, between August 31 and September 4, 1995. Mote Marine’s QAP indicates that its MDL for naphthalene under either EPA Method 625 for Base/Neutrals and Acids or EPA Method 610 is two micrograms per liter. Mote Marine employed EPA Method 625. Orange County used EPA Method 610. The values for naphthalene reported by Mote Marine were expressed not in terms of micrograms, but in terms of nanograms. A nanogram is one-thousandth of a microgram. Of the 72 individual water samples collected by Mote Marine at Lake Down, Lake Sheen, and Lake Isleworth over the 1995 Labor Day weekend, only one registered a naphthalene concentration above the two micrograms per liter MDL in Mote Marine’s QAP. The majority of the measurements were reported as less than 10 nanograms per liter. Dr. Richard Pierce, the Director of Research at Mote Marine, testified that the QAP on file at DEP is a broad based plan encompassing all the various analyses performed by the laboratory, in effect a “worst case scenario” setting a high MDL that is easy to meet in all cases. Dr. Pierce also testified that DEP and the U.S. EPA allow a laboratory to vary from its filed MDL on specific projects, and that his laboratory was able to establish an MDL of six nanograms per liter for this particular project. Dr. Pierce testified that three major factors are involved in establishing a project specific MDL. The first factor is how “clean” the sample is, i.e., how many interfering compounds are present that may elicit a response from the detector being used. The second factor is the quality of the instrumentation, and the third is the skill of the analytical chemist performing the analysis. Dr. Pierce’s factors coincide with the factors listed by Ms. Jennings of Orange County as to the considerations involved in establishing a comprehensive MDL. Mote Marine did not file a Quality Assurance Project Plan for this project. Dr. Pierce testified that such a filing was not required in order to apply a lower MDL for this project. Orange County contended that such a filing was necessary, but offered no specific reference to a rule that would have required Mote Marine to file a Quality Assurance Project Plan under these circumstances. The undersigned could discover no DEP rule that unequivocally would require the filing of a Quality Assurance Project Plan for the activities conducted by Mote Marine. Thus, Dr. Pierce’s expertise as Director of Research is credited and it is accepted that Mote Marine could establish a project specific MDL in this instance, and properly did so. A chart in the Mote Marine report, purporting to show the average naphthalene concentrations in the subsurface water as determined by Mote Marine’s sampling, contained several inaccuracies. The chart stated that the measurements were being reported in terms of micrograms, when in fact the numbers represented nanograms. In two places, the average concentrations were miscalculated, either because the correct factors were not included or due to simple mathematical error. The Mote Marine report also provided no information on the actual locations of the testing sites in terms of latitude and longitude, thus making it difficult if not impossible to check or repeat the sampling. The problems with methodology and with simple calculations make it difficult confidently to rely on the Mote Marine report as regards naphthalene. However, even if the Mote Marine report had been impeccably accomplished, its results would not establish a definite correlation between naphthalene contamination and boating activities. Petitioners assume that the concentrations of naphthalene that Mote Marine found in the vicinity of the Lake Down and Lake Sheen boat ramps are attributable to boating activity, ignoring the fact that neither of these boat ramps has a storm water management system. Both the Lake Down and Lake Sheen ramps directly adjoin roads, and have no buffering system whatever for storm water runoff from those roads. There was rain on the Butler Chain during the Labor Day weekend of 1995, when Mote Marine took its samples. In fact, a tropical depression had only recently passed through the Orlando area. Dr. Pierce could not determine the relative input of contaminants from automobiles and from boats. Dr. Pierce had no opinion on whether the amount of naphthalene found by his laboratory is environmentally or ecologically significant. Dr. Pierce had no opinion as to whether hydrocarbon contamination is degrading the water quality of Lake Down. Randall Armstrong, a consultant with Phoenix Environmental, opined that the reported naphthalene levels would degrade the water quality, but admitted that he was not an expert in chemistry and was ignorant of Mote’s methodology. Even accepting all of Petitioners' assertions as accurate, it cannot be found that the proposed R.D. Keene ramp and its surface water management system would lead to the introduction of petroleum products into the water column in amounts sufficient to degrade the water quality. Dr. Douglas Durbin, a Senior Ecologist with Biological Research Associates and an expert in lake ecology, defined degradation of water quality as a negative and permanent change in the ecological or recreational status of a water body. Dr. Durbin testified that, even if the Mote Marine data were accurate and reliable, those levels of naphthalene were lower by at least two orders of magnitude than levels that could potentially affect even the most sensitive organisms, as those affective levels have been established by the United States EPA. This is not necessarily the standard for determining degradation, but is indicative that the levels of naphthalene under discussion are infinitesimal. Mr. Armstrong of Phoenix Environmental contended that the impact to water quality by an activity need not be permanent in nature or even ecologically significant in order to violate the water quality standards of the District. Mr. Armstrong's rationale is that any "measurable" lowering of the water quality of the OFW violates the rules, even if that measurement must be accomplished in nanograms and cannot be shown to have any effect whatever on any of the biota of the water system. This rationale would essentially shut down all new activities on OFWs, and is at odds not only with the District's interpretation but with the views expressed by Mr. Armstrong himself on other projects. Dr. Durbin's opinion regarding the nature of degradation is credited over that of Mr. Armstrong. WATER QUALITY MODELING AND IMPACT OF THE PROJECT After establishing the ambient water quality, Orange County performed water quality modeling to determine if the ambient water quality would be lowered by the construction and operation of the boat ramp. The number of boat ramp users will vary based on various factors including temperature and day of the week. The ramp is sized for 144 launch events per day, meaning that a maximum of 72 boats could use the ramp on a given day. Mr. Mudrak testified that the ramp was sized so that parking, not the size of the ramp, will be the limiting factor in ramp usage. The ramp will have 50 parking spaces, one of which will be reserved for Orange County staff use and two of which will be designated for handicapped use. Robert Robbins, the District’s permitting expert, testified that the District’s analysis generally concerns a determination of the amount or rate of input of pollutants that a lake can assimilate without exceeding its assimilation threshold, i.e., lowering the ambient water quality. Mr. Robbins further testified that this determination was unnecessary here because the District found a negative answer to a threshold question: would a boat ramp and 50 boat parking area under any circumstances exceed the assimilation threshold? As part of a grant project that involved a water quality model and water management study, Parsons Engineering Science, Inc., collected data on the geometric characteristics of the lakes, the topographic and ecological characteristics of the basins, and the existing land uses to develop a hydrodynamic and water quality model of the Butler Chain of Lakes, hereafter referred to as the “BCL model.” The BCL model provided a conservative hydrodynamic analysis of the rate of input and dilution of pollutants, and indicated that there is no potential for the accumulation of pollutants in the Butler Chain of Lakes as a result of the project. Parsons Engineering considered the chemical and physical properties of the gasoline constituents and ran the BCL model using the pertinent chemical and physical parameters. The BCL model took into consideration volatilization and adsorption of hydrocarbons from the water. In an effort to reach a conservative result, the BCL model did not include the loss of gasoline constituents through biodegradation or photolysis, processes in which the hydrocarbons dissipate over a longer period of time. The BCL model predicted that no accumulation of gasoline constituents, including naphthalene, would occur in Lake Isleworth at a level equivalent to the expected daily usage of the proposed boat ramp, an average of 25 boats per day. The BCL model predicted that no accumulation of gasoline constituents, including naphthalene, would occur at a constant level of 77 boats using the proposed ramp every day, triple the expected daily usage and five boats more than the capacity of the proposed ramp. At a level equivalent to the expected daily usage, the BCL model predicted that the daily concentration of the PAHs benzene, toluene and naphthalene, would be below the laboratory detection limits. At a level that is triple the expected daily usage, the BCL model predicted that the daily concentration of the PAHs benzene, toluene and naphthalene would be below the laboratory detection limits. In summary, the BCL model predicts that even if the proposed ramp had a capacity of 77 boats per day rather than 72, and if 77 boats were served by the ramp every day of the year, rather than the actual anticipated average of 25 boats, there would be no degradation of water quality caused by introduction of hydrocarbons into the water of Lake Isleworth. Dr. Kenneth Echternacht, a consultant engineer with Phoenix Environmental, also performed a hydrographic study to determine flushing patterns for Lake Isleworth in the vicinity of the proposed boat ramp. Dr. Echternacht testified that, without good flushing, continuous loads of pollutants will build in the water body, lowering water quality. “Flushing” is the time required to reduce the concentration of a “conservative” pollutant to ten percent of its original concentration. A conservative pollutant is one that does not erode, decay, or go through any biological update process. Dr. Echternacht testified that standard engineering practice in Florida is to assume that a flushing time in excess of four days will result in the accumulation of materials. Section 4.2.4.3 of the Basis of Review states that a four day flushing time is “desirable” for docking facilities. The project at issue is not a "docking facility" as that term is used in Section 4.2.4.3, hence there is no requirement or preference in law for a four-day flushing period. Dr. Echternacht’s study concluded that the minimum flushing time for the proposed boat ramp on Lake Isleworth will be 26 days. Dr. Echternacht’s study was limited to a strict one- dimensional appraisal of the physics of Lake Isleworth. Dr. Echternacht professed no expertise in chemistry, and he did not take into account the chemical properties of the pollutants at issue in this proceeding. He assumed that the pollutants would be “conservative,” when in fact petroleum constituents are volatile, and will disappear through volatilization, adsorption, biodegradation, and photolysis. Petitioners failed to establish any connection between Dr. Echternacht’s flushing analysis and the Mote Marine study on PAHs. Dr. Echternacht’s analysis is thus of little practical significance, because no evidence was adduced to show that a 26-day flushing time will result in the accumulation of PAHs and a degradation of water quality, when the PAHs are introduced in the nanogram amounts reported by Mote Marine. The Lake Down ramp has been heavily used by the public for many years, directly adjacent to a reasonably busy road and without any surface water management system, and still the only traces of naphthalene found by any laboratory were measured in nanograms, with no indication that these pollutants will accumulate when introduced in those trace amounts. In summary, the evidence regarding naphthalene concentrations is insufficient to establish that the proposed R.D. Keene ramp will have any adverse effect on the water quality of Lake Isleworth specifically or the Butler Chain generally as regards petroleum contamination. TURBIDITY At the same time they collected water samples regarding PAHs, both Orange County and Petitioners collected turbidity samples. Turbidity is a means of quantifying particular matter in water that absorbs light or otherwise keeps light from passing through the water. It may have natural causes, such as phytoplankton cells or erosion after a storm, or it may be caused by human activity in or adjacent to water bodies. Turbidity is measured in nephelmetric turbidity units, or “NTUs.” The historical water quality data shows a turbidity range of 0.3 NTUs to 2.2 NTUs for Lake Isleworth. These are low levels of turbidity, indicating very clear water in Lake Isleworth. Dr. Durbin testified that natural turbidities can run into the hundreds or even thousands of NTUs, depending on what is happening in the watershed, and that turbidity is not considered a problem until it reaches levels at which there is some effect on the organisms that live in the system. Both Dr. Durbin and Ms. Jennings testified that, in assessing measurements in NTUs, the numbers to the right of the decimal are unreliable; in other words, a measurement of 2.0 NTUs should be considered as virtually identical to a measurement of 2.40 or 2.80 NTUs. In the period from October 14 through October 20, 1997, Orange County took turbidity samples from Lake Down (east edge, center, and boat ramp area), Lake Isleworth (west edge, east edge, and center), Lake Sheen (west edge, center, and boat ramp area), and Lake Conway (east edge, center, and boat ramp area). Seven samples were taken at each location, making a total of 84 turbidity samples. The highest individual measurement was 5.40 NTUs, measured at the Lake Down boat ramp on October 15. This is itself a low level. Dr. Durbin testified that no concerns are raised until turbidity measurements reach 30 NTUs, and that short-term measurements in the hundreds or even thousands of NTUs may cause no harm to the biota of a system. Further, in fewer than 24 hours this measurement of 5.40 NTUs had settled out to a measurement of 1.60 NTUs. None of the other 83 measurements even reached the level of 2.0 NTUs, all within the historical background turbidity range for the Butler Chain of Lakes. No increase in turbidity can be traced to boating activity in the October 1997 sampling. The samplers’ field notes indicate whether and how much boating activity was occurring as the samples were being taken, and no causal connection can be drawn between boating activity and turbidity. Orange County EPD took further turbidity samples on January 23, 1998. These samples were taken in the Wauseon Bay canal, and were an effort by Orange County to deliberately follow in the wake of boats and obtain the maximum possible amount of turbidity. None of the 8 measurements taken in this sampling showed turbidity in excess of the background turbidity, considering Ms. Jennings undisputed testimony that NTUs may be reliably measured only in whole numbers. The measurements taken in the wake of boats ranged from 1.18 NTUs to 1.71 NTUs, as compared with background measurements ranging from 1.05 NTUs to 1.13 NTUs. Phoenix Environmental, in conjunction with Mote Marine, took turbidity samples at the Lake Down boat ramp during the Labor Day weekend of 1995. These samples indicated background turbidity from 1.2 NTUs to 2.5 NTUs, and showed turbidity spiking to levels as high as 29.0 NTUs during extensive launching activity, particularly when the boat operators used the “power loading” technique discussed above. “Power loading” will be prohibited at the proposed R.D. Keene ramp. Further, the Tedder system would minimize turbidity even if boat operators violated the prohibition, because it would eliminate prop dredging directly on the lake bottom. As notable as the turbidity spikes in the Phoenix/Mote samples is the rapidity with which the turbidity diminished. The aforementioned measurement of 29.0 NTUs had diminished to 2.8 NTUs within eight minutes. This is consistent with the testimony of Ms. Jennings that the nature of the sediments in the Butler Chain is such that turbidity settles out very quickly. Michael Henry, a senior chemist at Mote Marine, concurred that three minutes is enough time for boat ramp sediments to clear on Lake Down. The turbidity sampling by Phoenix/Mote over the Labor Day weekend of 1995 was not conducted with an approved quality assurance and control plan. Mr. Armstrong thus made the decision that further turbidity sampling should be done, using the proper protocols. The second turbidity sampling by Mote Marine, performed on October 26, 1997, and corrected on February 13, 1998, showed values much closer to those found in the Orange County sampling. The highest properly recorded value was a reading of 6.54 NTUs at the Lake Down boat ramp, and this value settled to 1.5 NTUs within eight minutes. As to this second Mote Marine study, Orange County contends that Mote Marine used bottles for taking samples that were not laboratory cleaned, did not properly calibrate the equipment, used a blank test sample which their records indicated had expired, and improperly influenced the results of the sampling by wading out to the sample area. None of these contentions is supported by the evidence. Mote Marine ran out of laboratory cleaned bottles before it had completed sampling, and thus was required to field clean and reuse 15 bottles. The weight of the evidence is that Mote Marine properly field cleaned those bottles in accordance with the section of its filed QAP dealing with cleaning procedures for equipment not being used for trace analyses. Orange County’s criticisms might have been well taken had Mote Marine been collecting samples for naphthalene testing, but not for collection of turbidity samples. Mote Marine’s turbidity meter was bench calibrated by a senior chemist at Mote Marine about four days prior to the actual testing. Continuing calibration verification (“CCV”) was performed in the field. Mr. Henry testified that the meter was performing perfectly, and that it is acceptable practice to use a meter over several days without a bench calibration, provided it has not malfunctioned during a CCV. The weight of the evidence supports a finding that Mote Marine properly calibrated its turbidity meter. In calibrating the meter, the senior chemist employs a formazin standard, which is diluted to a specific concentration, placed in the meter and read, generating a calibration curve to which the rest of the unknown samples are calibrated. The calibration was performed on October 23, 1997, but the report prepared by the chemist indicates that two of the formazin standard dilutions used had expiration dates of April 23, 1997. Orange County contends that the use of these apparently expired formazin standards compromised the calibration and rendered unreliable the turbidity sampling conducted by Mote Marine. Mr. Henry testified that the formazin standard in question was purchased and received via express delivery on October 23, 1997, the day the calibration was conducted. The chemist performed the dilutions, which at the levels in question had a six month expiration date. Thus, these dilutions would have had an expiration date of April 23, 1998. Mr. Henry testified that the chemist simply made an error in writing down “4/23/97” rather than the correct date of “4/23/98.” Mr. Henry’s explanation is plausible and is accepted. Mote Marine did not use expired calibration blanks. Mr. Henry testified that the sampling was accomplished by wading into the water to about shin height, opening the lid to the sample bottle, stepping forward, rinsing the bottle, stepping forward again, then collecting the sample. Mr. Henry stated that this was an acceptable procedure. His presence in the water did not itself cause turbidity because sediments do not kick straight up from the bottom, and his reaching out to collect the sample eliminated any potential for collecting samples influenced by his presence. Ms. Jennings correctly pointed out that the better sampling method would involve standing on shore or in a boat and using an extension pole to take the sample, eliminating any remote possibility of taking a sample tainted by sampler-caused turbidity. However, the weight of the evidence, including the essential similarity of results for all the reliably conducted turbidity samplings introduced in this case, is that the method used by Mr. Henry did not influence the results of the October 1997 sampling conducted by Mote Marine. However, Petitioners failed to establish that the minor and very short-term elevations in turbidity found around the Lake Down boat ramp constituted a degradation of water quality, or would be repeated at the proposed R.D. Keene boat ramp. There are many distinctions between the existing Lake Down ramp and the proposed R.D. Keene ramp. The Lake Down ramp has no surface water management system. The storm water runoff from the adjacent Conway- Windermere Road and from the boat ramp itself flows directly into Lake Down in the vicinity of the boat ramp. In contrast, the proposed R.D. Keene boat ramp will provide dry retention for up to a 25-year, 24-hour storm event, so that unfiltered storm water will not reach the lake system. The Lake Down ramp has no accessory dock, which can reduce turbidity caused by boaters stirring up the bottom when climbing into the boat. The proposed R.D. Keene facility will have such a dock. The Lake Down ramp does not have a concrete ramp extending beneath the launching point to minimize dredging the bottom. The proposed R.D. Keene facility will have such an extended concrete ramp. At the Lake Down ramp, boaters must moor their boats along the shoreline while taking their vehicles and trailers to the parking lot. The proposed R.D. Keene facility will have a queuing system to prevent the erosion and turbidity caused by shoreline mooring, which will be prohibited. There is no prohibition on power loading at the Lake Down ramp, which also is not deep enough to allow boats to float easily on and off their trailers. Power loading will be prohibited at the proposed R.D. Keene ramp, and in any event will not be necessary because the depth of the water and the design of the ramp will enable boats to float on and off their trailers. In conclusion, it is found that none of the samplings taken by any of the parties in this proceeding establishes that the water quality of Lake Isleworth specifically or of the Butler Chain generally will be degraded or lessened by turbidity caused by boating activity around the proposed R.D. Keene boat ramp. SECONDARY AND CUMULATIVE IMPACTS Based on the Operational Plan, the design, the water quality sampling and modeling, the District determined that there will be no adverse secondary impacts from the proposed boat ramp or associated activity. After considering all existing boat ramps, marinas and other projects on the Butler Chain of Lakes, the District concluded that the proposed R.D. Keene boat ramp will not have an accumulation of impacts and pollutants in its home lake system and does not have the potential to contribute any cumulative impacts throughout the Butler Chain of Lakes. At the R.D. Keene Park, Orange County owns 1,780 feet of shoreline. Existing rules provide an exemption that would allow one boat dock for every 65 feet of shoreline, meaning that up to 27 exempt docks could be placed along this 1,780 feet of shoreline if it were in private hands and not subject to the conservation easement that is being granted by Orange County. 166. The water quality sampling performed in this case demonstrated that existing projects and activities have not resulted in an accumulation of impacts to the Butler Chain of Lakes. The historic water quality data demonstrate there have been no major changes in water quality over the 10-year period of record and that the trend is, if anything, toward improved water quality. The water quality is excellent and has maintained its superior quality since 1983, even though residential development and boat usage on the Butler Chain of Lakes has steadily increased over the last ten years. There is no boat ramp currently located at the property owned by Orange County on Lake Sheen. The Lake Sheen site has three homes and two docks on it at present. The District has no applications pending for similar projects that would be considered as part of the cumulative impact review. No applications for a boat ramp at Lake Sheen have been submitted by Orange County nor is there a boat ramp currently under construction at that site. No applications for a public boat ramp, other than the one at issue in this proceeding, have been submitted to the District by Orange County. The east side of the Butler Chain of Lakes is fully developed. There is no evidence of any Development of Regional Impact that would include a boat ramp for the west portion of the Chain. The zoning and land use designations of the property owned by Orange County on Lake Sheen are rural country estate on part of the property and low density residential on the other part of the property. There is no evidence that the Lake Sheen site is under review, vested or approved as a Development of Regional Impact. PUBLIC INTEREST TEST As further described in the Conclusions of Law below, an applicant for a project located in an OFW must provide reasonable assurances that the project is clearly in the public interest. The public interest test weighs and balances seven factors, as listed in the subheadings below. Extensive testimony was elicited from several expert witnesses who offered their applications of the public interest test. Anna Hacha-Long, Manager of Orange County EPD, and Pamela Thomas, Senior Environmental Specialist of Orange County EPD, both concluded that the proposed project was clearly in the public interest. Dale Mudrak, Orange County’s construction, design and project management expert, concluded that the proposed project is clearly in the public interest. Dr. Douglas Durbin, Orange County’s expert in limnology, ecology, water quality and permitting, concluded that the proposed project is clearly in the public interest. Robert Robbins, Director of the Natural Resource Management Division of the District, concluded on the District’s behalf that the proposed project is clearly in the public interest. The only expert who concluded that the project is not in the public interest was Randall Armstrong of Phoenix Environmental. PUBLIC HEALTH, SAFETY, WELFARE OR PROPERTY OF OTHERS The parties stipulated that the proposed boat ramp facility will not adversely affect the public health. The proposed ramp will improve public safety as follows: The proposed ramp, centrally located in the Butler Chain, will provide quicker access for emergency rescue in the case of injuries to boaters or skiers. The proposed ramp should somewhat alleviate the traffic concern at the Lake Down ramp by shifting some traffic away from the Lake Down ramp. The proposed ramp will enhance public welfare by: increasing the recreational opportunities to the Butler Chain of Lakes; allowing access to the Butler Chain of Lakes by handicapped and disabled individuals; and the clean up of diesel fuel contamination that Orange County has already performed on the site. Orange County EPD performs extensive aquatic plant management activities on the Butler Chain, including spraying for harmful exotic plants. If Orange County were to lose access to the Butler Chain -- a real possibility should the proposed project not be built and the lease for parking at the Lake Down ramp expire -- it could also lose public grant money for aquatic plant management. The proposed project will not impact the property of others because: Orange County owns the land on which the ramp will be built, and the State of Florida owns the water into which the boats will be launched. Orange County EPD has received no complaints from property owners related to the existing use of the Butler Chain of Lakes by boaters. No-wake zone regulations prohibit high speed boating activities within 100 feet of the shoreline, protecting boaters and the property of adjacent landowners. The area is extensively regulated by both the Butler Patrol and full-time Orange County EPD staff. The canals connecting the lakes are wide enough that there will be no safety problems related to boating through the canals. CONSERVATION OF FISH AND WILDLIFE, INCLUDING ENDANGERED OR THREATENED SPECIES, OR THEIR HABITATS Orange County is providing 0.56 acres of mitigation by way of wetland creation, which offsets not only the 0.07 acres of direct wetland impact from construction and 0.07 acres of secondary impacts caused by removal of littoral zone vegetation, but also the District’s doubling of the usual two-to-one mitigation ratio for wetlands impacts. The District doubled the usual mitigation ratio as a conservative measure to account for the slight possibility of boats disturbing the area in the vicinity of the boat ramp. The parties have stipulated that the proposed boat ramp facility will not adversely affect the conservation of endangered species or their habitats, will not affect the conservation of threatened species or their habitats, and will not adversely impact gopher tortoises. The proposed project benefits the conservation of fish and wildlife or their habitats. Some habitat will be impacted by the construction of the boat ramp, but Orange County is providing mitigation many times larger than the area being developed, and is placing 1.61 acres of wetlands under a conservation easement to ensure that the land cannot be altered from its natural state. A total of 2.90 acres of wetland preservation, wetland creation, and upland buffer areas will be placed under conservation easement. Thus, habitat will enjoy a net enhancement from the project. Multiple evaluations of plant and animal parameters in the ecosystem led the District reasonably to conclude that the increase in habitat and habitat diversity due to the mitigation and conservation easements will provide net benefits to wildlife. The proposed boat ramp and associated activity will not cause any negative impacts on fish and wildlife and their habitats, except for the unavoidable immediate impacts caused by the footprint of the ramp itself. As described above, these impacts are addressed in Orange County’s mitigation plan. Orange County EPD has not seen a decline in fish populations, nor any fish kills, nor any type of damage due to increased turbidity from natural or man-made causes in the Butler Chain of Lakes. It is reasonable to find that this project is unlikely to lead to such impacts. NAVIGATION OR FLOW OF WATER OR HARMFUL EROSION OR SHOALING The parties have stipulated that the proposed boat ramp and associated activities will not adversely affect the flow of water. There is no evidence of harmful erosion or shoaling from the existing boat traffic, even though the traffic has steadily increased over the years. Orange County EPD has not seen sand bar formation or erosion at first hand, nor has it received complaints about erosion. Orange County has not been required to dredge the canals interconnecting the lakes since the 1980s. The proposed project will not cause harmful erosion or shoaling because the dimensions of the canals are sufficient for boats to pass, and the edges of the canals are well vegetated. Mr. Armstrong's contrary testimony, based on a single visit to the Butler Chain over the past ten years, is not credited. It is reasonable to believe that the ramp will reduce traffic through the canals by providing a public point of access that is more centrally located than the current one at Lake Down. Boaters will be able to enter the Butler Chain at a point nearer their intended destination. At the very least, the flow of boating traffic should be more evenly distributed, as all boats entering the Butler Chain will no longer be forced to proceed through the canals connected to Lake Down. The main cause of harmful erosion on the Butler Chain is residents’ failure to use turbidity or erosion barriers when they pull up aquatic or semi-aquatic plants along the shoreline. This project is thus unrelated to the true causes of turbidity in the Butler Chain. The proposed project is designed and will be managed to minimize the potential for dredging or erosion from boat propellers, as follows: The boat ramp itself is designed to accommodate two boats launching simultaneously. The boat ramp has adjacent docks and structures so that boats can raft to these structures during launching and loading, rather than running into the shoreline or tying to vegetation. The proposed project will also have a 230-foot long queuing system for mooring boats on the west side of the ramp. The queuing system will also act as a barrier to prevent boaters from using the shoreline to access their vehicles. The Operational Plan prohibits power loading and unloading, minimizing the potential for erosion at the ramp. Officer Jeffrey Hudson of the Florida Game and Fresh Water Fish Commission and the Windermere Water and Navigational Control District, regularly patrols the Butler Chain of Lakes. He foresees no navigational problems arising from the placement of the boat ramp, because of the no-wake zones and because people will be launching from a cove that gives them a good view of traffic in the lake before they enter. Because of the size of the Butler Chain of Lakes, there is a natural timing factor that will regulate the sequence of boaters returning to the proposed ramp. Even if a large storm arose suddenly, all the boats in the water would not arrive at the proposed R.D. Keene ramp at once because of the differing amounts of time it would take boats to arrive from their dispersed positions on the Butler Chain. The only expert witness who testified that the third factor weighed negatively against the public interest was Mr. Armstrong of Phoenix Environmental. Mr. Armstrong’s testimony that the connecting canals are too narrow for boats to comfortably pass each other is rejected as unsupported by the weight of the documentary and other testimonial evidence. Mr. Armstrong’s characterization of the potential for increased boating traffic in the southern portion of the Butler Chain as a negative factor is likewise rejected. Providing increased recreational access for the general public is one of the chief positive aspects of this project. Mr. Armstrong also expressed concern that the ramp’s location on a small, pass-through lake, and its placement therein, would mean that boats coming into or away from the ramp would be crossing directly into the path of boats passing through. Officer Hudson’s contrary testimony that the placement of the new ramp will not cause navigational or safety problems is accepted as based on superior knowledge of the Butler Chain of Lakes and greater expertise in boating and navigational safety. Mr. Armstrong testified that boat wakes would cause erosion. He testified that on his visit to the Butler Chain, he saw banks in canals undercut and roots exposed in areas where the vegetation was not heavy. As noted above, Mr. Armstrong has been on the Butler Chain once in the past ten years. Pamela Thomas of Orange County EPD, who has spent hundreds of hours studying the Butler Chain and regularly boats on the lakes in connection with her job, testified that the main cause of erosion is the clearing of vegetation by residents who wish to have beaches. Boat wakes cause few problems, particularly in the canals, because of the no-wake zones and their strict enforcement. Ms. Thomas’ testimony is accepted as based on superior knowledge and expertise regarding erosion in the Butler Chain of Lakes. FISHING OR RECREATIONAL VALUES OR MARINE PRODUCTIVITY The January 1984 DEP report recommending designation of the Butler Chain of Lakes as an OFW cited the need for increased public access to the Butler Chain. The report specifically noted the fact that there was only one public boat ramp on the Butler Chain and that this ramp had limited parking. This situation has remained unchanged in the intervening 14 years. The Lake Down ramp remains the only point of access for the general public to the Butler Chain of Lakes, and provides only limited access to the entire chain during the periods when Lake Down is waterlocked by the low bridge over the Wauseon Bay canal. The proposed boat ramp will enhance the fishing and recreational value by providing increased and easier public access to the Butler Chain of Lakes for fishing and recreational purposes. Even though "marine” productivity is typically applied to saltwater rather than freshwater systems, the proposed project will actually enhance productivity due to the amount of mitigation. Mr. Armstrong of Phoenix Environmental contended that this factor should be viewed negatively because there will be less opportunity for fishing in the cove immediately adjacent to the proposed boat ramp, due to the launching and loading activity. It may be true that providing greater public access will inconvenience those who already have access to the Butler Chain by other means, but it is implausible to suggest that improved public access be considered a negative aspect of the proposed project. TEMPORARY OR PERMANENT The proposed boat ramp facility will be permanent. The increased mitigation, conservation easement and public access are also permanent. HISTORICAL AND ARCHAEOLOGICAL RESOURCES The proposed boat ramp facility will neither adversely affect nor enhance significant historical and archaeological resources. CURRENT CONDITION AND RELATIVE VALUE OF FUNCTIONS BEING PERFORMED BY AREAS AFFECTED BY THE PROPOSED ACTIVITY The proposed ramp will be placed in a section of the lake shoreline that was previously dredged out as a canal. Thus, Orange County has chosen an area already impacted by development rather than an environmentally pristine location for the boat ramp. The site was originally used as a citrus grove and will be enhanced by the wetlands creation. When Orange County acquired the site, it had a pump house with a leaking diesel fuel pump that was contaminating both the soil and Lake Isleworth. Orange County performed environmental remediation on the site preparatory to installing the proposed boat ramp. The removal of 21 tons of contaminated soil is a positive factor in terms of fish and wildlife. Petitioners attempted to minimize this aspect by arguing that Orange County, as the owner of the contaminated property, would have been required by law to perform the remediation regardless of whether the boat ramp is ever built. This argument is rejected, because the weight of the evidence is that Orange County purchased this property for the express purpose of placing a park and boat ramp on it. Orange County’s ownership of the property, and the consequent duty to remediate the contamination, are inextricably linked with Orange County’s plans to build a boat ramp on the site. The mitigation associated with the proposed ramp will increase wetland habitat and thus improve the ecological value of the site, another positive factor under this heading. In summary, every judgmental factor in the public interest test weighs in favor of a finding that this project is clearly in the public interest. ALTERNATIVE SITES Subject to the relevance objections of the District and Orange County, on which a ruling was withheld at the time of hearing, Petitioners offered evidence regarding Orange County’s consideration of boat ramp sites other than the R.D. Keene site. Orange County owns property on Lake Sheen, a large lake on the southern end of the Butler Chain of Lakes. Orange County intends to construct a boat ramp on this property, as part of its strategy to enhance public access to the Butler Chain by way of offering public ramps in the northern, central, and southern portions of the lake system. The District is and has been aware that Orange County eventually plans to build a boat ramp on Lake Sheen, though the formal permitting process has yet to commence. Orange County EPD has estimated the cost of developing the R.D. Keene boat ramp at $1,068,000, and the cost of developing the Lake Sheen ramp at $560,000. Orange County has prepared a scope of services for the design of the proposed Lake Sheen ramp, selected a design firm, issued a notice to proceed with design. The design firm is currently designing the Lake Sheen ramp. Petitioners assert, and the District admits, that the District did not consider the planned Lake Sheen ramp as an alternative to the R.D. Keene site. For reasons explained in the Conclusions of Law below, the District was not required to consider alternatives to the proposed R.D. Keene ramp. The evidence presented by Petitioners regarding the planned Lake Sheen ramp is irrelevant insofar as Petitioners seek to establish an obligation on the part of the District to review alternative project sites to the one proposed by Orange County and/or to require Orange County to modify its ERP application to propose a different site.
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED that the Governing Board of the South Florida Water Management District enter a Final Order issuing Environmental Resource Permit No. 940519-1 to Orange County, subject to the general and special conditions set forth in the District's Staff Review Summaries. DONE AND ENTERED this 29th day of June, 1998, in Tallahassee, Leon County, Florida. COPIES FURNISHED: R. Duke Woodson, Esquire Mary A. Doty, Esquire Foley & Lardner Post Office Box 2193 Orlando, Florida 32802-2193 Linda Brehmer Lanosa, Esquire Assistant County Attorney LAWRENCE P. STEVENSON Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 Filed with the Clerk of the Division of Administrative Hearings this 29th day of June, 1998. Orange County Attorney’s Office 315 East Robinson Street, Suite 650 Orlando, Florida 32801 William Palmer, Esquire Palmer & Palmer, P.A. 3117-B Edgewater Drive Orlando, Florida 32804 Julie Kendig-Schrader, Esquire John Fumero, Esquire Douglas MacLaughlin, Esquire Office of Counsel, South Florida Water Management District 3301 Gun Club Road West Palm Beach, Florida 33406
The Issue The issues to be determined in this case are whether the amendments to the Town of Ponce Inlet Comprehensive Plan adopted by Ordinances 2008-01 (2008 Amendment) and 2010-09 (2010 Amendment) are "in compliance" as that term is defined in section 163.3184(1)(b), Florida Statutes (2011).1/
Findings Of Fact The Parties Petitioner, Pacetta, LLC, is a Florida limited liability company that owns real property in Ponce Inlet. Petitioner, Mar-Tim, Inc., is a Florida corporation that owns real property in Ponce Inlet. Petitioner, Down the Hatch, Inc., is a Florida corporation that owns real property in Ponce Inlet. Petitioner, Pacetta, LLC, controls and manages Mar-Tim and Down the Hatch. Petitioners' real property in the Town is directly affected by the challenged plan amendments. Petitioners submitted objections to the Town during the period of time beginning with the transmittal hearing and ending with the adoption of the challenged amendments. The Town of Ponce Inlet is a municipality in Volusia County that adopted a comprehensive plan in 1990 ("Town Plan"), which it amends from time to time pursuant to chapter 163, Florida Statutes. Petitioners' Property Petitioners' property is located on the north cut of the Ponce de Leon Inlet. The current uses on the property include a restaurant, a marina and boat repair yard with a marine travel lift, and vacant lands. An old cemetery is located on a portion of Petitioners' property. A shell midden (ancient refuse pile) is located on a portion of Petitioners' property. Petitioners' property has single family residences on three sides. A significant tree canopy is adjacent to Petitioners' property and large oak trees are on the property. A historic cemetery known as Pacetti Cemetery is near Petitioners' property. Several historic buildings are located near Petitioners' property. A museum and exhibit building are located nearby on Beach Street. Beach Street and Sailfish Drive are the main roads to access the Petitioners' property. These two roads have been designated by the Town as Scenic Roads. Petitioners' property comprises approximately 15 acres. About 2.4 acres are zoned for multifamily development. The remaining acreage is zoned Riverfront Commercial. There is also a special Riverfront Overlay District ("ROD") that covers Petitioners' property. Background There are at least three areas in the Town designated Riverfront Commercial. The Riverfront Commercial land use category permits wet boat storage, dry boat storage, boat sales and services, fishing charter boat dockage, fishing and boat equipment and supplies, seafood markets, restaurants, boatels, and boat construction and repairs. There is only one area in the Town designated ROD. In the ROD, land uses are more restricted. Dry boat storage facilities are allowed by special exception in Riverfront Commercial, but not within the ROD. The Town created the Riverfront Commercial District and the ROD in its Land Use and Development Code in 2004, but these land use categories were not identified in the Town Plan at that time. After the designation of the ROD in 2004, Petitioners began to acquire several parcels of land located within the ROD. The Town continued to engage its citizens in a visioning process for the Town's waterfront, which lead to the 2008 Amendment. As originally proposed, the 2008 Amendment allowed upland boat storage in the ROD under certain conditions in Future land Use Element ("FLUE") Policy 4.1.5. A citizens group obtained a sufficient number of signatures to place on the general election ballot a charter amendment to prohibit dry boat storage facilities in the ROD. Therefore, when the Town adopted the 2008 Amendment, it changed FLUE Policy 4.1.5 to prohibit dry boat storage facilities. Petitioners challenged the charter amendment in circuit court and the court determined that the charter amendment was invalid. The court also invalidated FLUE Policy 4.1.5, determining that the policy was only adopted to conform to the charter amendment. The circuit court decision was affirmed on appeal. Town of Ponce Inlet v. Pacetta, LLC, 63 So. 3d 840 (Fla. 5th DCA 2011). Petitioners also asked the circuit court to invalidate the ROD provisions of the Land Use and Development Code, but the circuit court declined to rule on their validity. Following the court's invalidation of FLUE Policy 4.1.5, the Town adopted the 2010 Amendment, which creates a new Policy 4.1.5. The new policy also prohibits dry boat storage facilities in the ROD. Petitioners' Objections Petitioners' overarching objection to the plan amendments is that they prohibit Petitioners from building a dry boat storage facility. Petitioners claim the prohibition is inconsistent with other policies of the Town Plan and is not supported by data and analysis. The term "dry boat storage facility" is not defined in the Town Plan. The Volusia County Manatee Protection Plan ("MPP"), which is adopted by reference in Coastal Management Element ("CME") Objective 1.6, defines dry boat storage facility as "an upland structure used for storing watercraft." Petitioners already store some boats on trailers or boat stands on the upland while they are being repaired or refurbished in the boatyard. The Town interprets the Town Plan to allow this type of upland storage in the ROD, citing FLUE Policy 4.1.4 of the 2008 Plan Amendment which explains that dry boat storage means "multiple level boat racks" in "fully enclosed buildings" and not the "[l]imited storage of boats on trailers or boat stands" in conjunction with boatyard operations. FLUE Policy 4.1.5 Petitioners' objections to FLUE Policy 4.1.5, which was adopted in the 2010 Amendment, are addressed first because the associated issues affect the other policies that have been challenged. FLUE Policy 4.1.5 states: The Town shall maintain a zoning overlay district over those Riverfront Commercial and High Density Multi-family Residential lands west of Sailfish Drive, south of Bounty Lane and north of the most southerly portion of Sailfish Drive to promote the water-oriented character of the River and compatibility with adjacent residential properties, to ensure protection of view corridors of the River and the tree canopy in the Front Street Area, and to preserve the historic setting and unique character of this area, including, but not limited to, the scenic roads of Beach Street and Sailfish Drive. Dry boat storage facilities shall be prohibited within this overlay district. Petitioners argue that the prohibition against dry boat storage facilities in Policy 4.1.5 conflicts with the MPP adopted by reference in the Town Plan because the MPP expresses a preference for dry slips over wet slips. The MPP includes a Boat Facility Siting Plan, which contains requirements that must be met for new or expanded marina facilities. The Plan requires the Town to place a priority on the development of boat slip capacity at or south of Ponce de Leon Inlet, to encourage marinas to include both wet slips and dry slips, and to "utilize dry storage to the fullest extent possible in addition to wet slips." The Boat Facility Siting Plan includes best management practices ("BMPs"). One of these BMPs is "Use of upland dry storage shall take precedence over the creation of new wet slips." The prohibition against dry boat storage facilities in the ROD will likely reduce the number of boats launched in the ROD because fewer boats can be accomodated in wetslips than in upland dry boat storage facilities.2/ This proposition was not rebutted by Petitioners. A major objective of the MPP is to reduce manatee injuries and deaths due to collisions with boats. The fewer boats, the fewer potential collisions with manatees. Therefore, the effect of the prohibition against dry boat storage facilities in the ROD is consistent with the objectives of the MPP. Dry boat storage facilities are allowed elsewhere in the Town. The design standards and BMPs in the MPP are described as permitting requirements, not as zoning or land use restrictions. The MPP does not state that all of its design standards and BMPs must be reflected in every permit issued by the Town, County, or State. It does not require, for example, that every marina must have more dry slips than wet slips. The MPP acknowledges that marina sites must conform to local land use and zoning regulations that affect the construction of new wet and dry slips. Under the Policy 4.1.5, utilizing dry storage to the fullest extent possible in the ROD means allowing upland storage of boats on trailers and boat stands in conjunction with boatyard operations. Petitioners also contend that Policy 4.1.5 is not supported by relevant and appropriate data and an analysis by the Town. The prohibition against dry boat storage facilities in the ROD is supported by data and analysis that shows that the noise, fumes, traffic, scale, and appearance of dry boat storage facilities is incompatible with residential uses and with scenic, historic, and natural resources nearby. Petitioners showed that some of the same incompatibility factors exist in other Riverfront Commercial areas, but the factors are not as numerous and pronounced as they are in the ROD. FLUE Policy 1.2.2(g) Petitioners challenge FLUE Policy 1.2.2(g), which limits the floor area for buildings within the Riverfront Commercial District (including the ROD) to 5,000 square feet. Petitioners argue that this limit is in conflict with CME Policy 1.6.6, which requires the Town to adopt and maintain a boat slip allocation program pursuant to which the Town made an allocation of 213 dry slips to Petitioners' property. As discussed in the Conclusions of Law, this argument cannot be raised in this proceeding because the 5,000 square- foot limit was already in the Town Plan before the 2008 Amendment. Petitioners argue that the floor area limit is subject to compliance review in this proceeding because its effect has been substantially altered by new provisions in the 2008 Amendment. The 2008 Amendment added a floor area ratio (gross floor area of buildings divided by upland lot area) limit of 35 percent for Riverfront Commercial, and an increase in floor area up to 10,000 square feet is made possible in a new Planned Waterfront Development District. However, these and other changes in the 2008 Amendment do not alter the fundamental effect of the existing floor area limit. The Town has adopted a boat slip allocation program as required by CME Policy 1.6.6. The allocation of 213 dry slips to Petitioners' property is not required by Policy 1.6.6 or by any other policy in the Town Plan. Petitioners cannot base a claim of internal inconsistency on matters that are external to the Town Plan.3/ Even if the floor area limit in FLUE Policy 1.1.1(g) is subject to compliance review, it is not inconsistent with the MPP for the same reasons that the prohibition of dry boat storage facilities in FLUE Policy 1.4.5 is not inconsistent with the MPP. FLUE Policy 4.2.4 Policy 4.2.4 of the 2008 Amendment states that, in developing design standards for a new Planned Waterfront Development District, limited exceptions might be allowed to the floor area limit of 5,000 square feet, up to 10,000 square feet, but this exception will not apply to dry boat storage facilities. No Planned Waterfront Development District has yet been created in the Town. Despite Petitioners' objection to the 5,000 square- foot floor area limit generally applicable in Riverfront Commercial, Petitioners argue that there is no data and analysis to support the Town's allowance for an increase in the floor area limit to 10,000 square feet in a Planned Waterfront Development District. The knowledge of what a 5,000 square foot or a 10,000 square foot building looks like is all the data needed to set a limit based on scale. CME Policy 1.6.6 CME Policy 1.6.6 of the 2008 Amendment states: The Town shall maintain and enforce its boat slip allocation program. This program shall provide for equitable allocations of new wet and dry slips. Upland slips may be permitted under this allocation program if they can meet the requirements of the Comprehensive Town and the Town Codes. Upland/dry slips development shall be balanced against other community policies, including neighborhood compatibility and visual impacts. Dry slips shall not take precedence over wet slips based solely on environmental concerns. Petitioners contend that Policy 1.6.6 conflicts with the building size limitations in FLUE Policies 1.2.2(g) and 4.2.4 and with the prohibition against dry boat storage facilities in FLUE Policy 4.1.5 because the size limits and prohibition do not allow for the balancing called for in Policy 1.6.6. Petitioners are interpreting the policy more literally than the Town. Things are not going to be placed on scales and made to balance in the middle. The Town interprets the policy to direct the Town to consider competing policies according to their relative importance. In Riverfront Commercial areas other than the ROD, there can be combinations of wet and dry slips, including dry boat storage facilities, but the floor area limit of 5,000 square feet is a "community policy" that will also apply to affect the outcome of the balancing. In the ROD, the prohibition against dry boat storage facilities is another community policy that must be applied. The Town has established a community policy to prohibit dry boat storage facilities in the ROD because the Town has determined that such facilities do not harmonize with nearby residential uses and scenic, historic, and natural resources. Data and analysis support this determination. Although Petitioners got a Town witness to testify that a prohibition does not allow for balancing, the record shows that the Town gives no weight to the desirability of dry boat storage facilities in the ROD and some weight to the desirability of wet slips, so that the scales always tip in favor of wet slips and for boats on trailers or boat stands in a boatyard. Petitioners contend that the statement in FLUE Policy 1.6.6 that "Dry slips shall not take precedence over wet slips based solely on environmental concerns," is directly in conflict with the MPP, because the MPP states a preference for dry slips based specifically on environmental concerns (manatees). However, the meaning of the policy statement is that environmental concerns, alone, will not determine how many dry slips are allowed. Other concerns will be taken into account in determining how many dry slips are allowed. That is not inconsistent with the MPP. Recreational and Working Waterfronts Petitioners contend that the floor area limit in FLUE Policy 1.2.2(g), the prohibition against dry boat storage facilities in FLUE Policy 4.1.5, and the floor area limit for dry storage facilities in FLUE Policy 4.2.4 are inconsistent with section 163.3177(6)(a)3.c., which requires a FLUE to include criteria to "[e]ncourage preservation of recreational and commercial working waterfronts for water-dependent uses in coastal communities." The term "recreational and commercial working waterfronts," is defined in section 342.201(2)(b): "Recreational and commercial working waterfront" means parcel or parcels of real property that provide access for water- dependent commercial activities or provide access to the public to the navigable waters of the state. Recreational and commercial working waterfronts require direct access to or a location on, over, or adjacent to a navigable body of water. The term includes water-dependent facilities that are open to the public and offer public access by vessels to the waters of the state or that are support facilities for recreational, commercial, research, or governmental vessels. These facilities include docks, wharfs, lifts, wet and dry marinas, boat ramps, boat hauling and repair facilities, commercial fishing facilities, boat construction facilities, and other support structures over the water. There is no current use of Petitioners' property that is prohibited by the challenged amendments. In other words, Petitioners' working waterfront is preserved. To the extent section 163.3177(6)(a)3.c. should be interpreted more broadly to encourage not only preservation, but also economic vitality through further development and redevelopment of waterfronts, the Town has adopted FLUE criteria to encourage their development and redevelopment. The floor area limit and the prohibition against dry boat storage facilities in the ROD do not prevent Petitioners from further developing their working waterfront to add or expand uses. Evaluation and Appraisal Petitioners challenge FLUE Policies 1.2.2(g) and 4.2.4 and CME Policy 1.6.6 as constituting a failure of the Town to update its plan to address the changes needed as identified in the Town's Evaluation and Assessment Report ("EAR"). Petitioners failed to prove that the Town did not make the changes identified in the EAR. Summary Petitioners failed to prove beyond fair debate that the 2008 Amendment or the 2010 Amendment create internal inconsistency in the Town Plan. Petitioners failed to prove that the 2008 Amendment or the 2010 Amendment is not supported by relevant data and analysis. Petitioners failed to prove beyond fair debate that the 2008 Amendment or the 2010 Amendment is not in compliance.
Recommendation Based on foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Economic Opportunity enter a final order determining that the plan amendments adopted by Town Ordinances 2008-01 and 2010-09 are in compliance. DONE AND ENTERED this 20th day of March, 2012, in Tallahassee, Leon County, Florida. S BRAM D. E. CANTER Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 20th day of March, 2012.
Findings Of Fact Respondent David Halfen applied for a permit from the Department of Environmental Regulation authorizing construction of a footbridge across Little Red Fish Lake in Section 7, Township 3 South, Range 19 West in Walton County, Florida. The footbridge would be 490 feet long and four feet wide with a raised area five feet high in the middle permitting small boat traffic underneath. The bridge would be constructed from treated pilings, timbers and planks and the pilings would be jetted down into the sub-strate or bottom of Little Red Fish Lake. Mr. Cliff Rohlke was accepted as an expert witness in water quality. He is employed by the Department as an Environmental Specialist with the specific duties of dredge and fill inspector. In this capacity he conducts field appraisals, reviews and makes reports of biological impacts of dredge and fill projects in conjunction with applications filed with the Department for dredge and fill permits. In this regard, Mr. Rohlke went to the site of the project and made an assessment of both the long and short-term impacts of the project on water quality in Little Red Fish Lake. Mr. Rohlke made a biological appraisal of the subject project in evidence in this proceeding as Exhibit 1. It was thus established that the short-term impacts of the project would be limited to minor turbidity and sub-strate disturbance related to the placement of the pilings. Long-term impacts will be insignificant. Based upon his long experience as a dredge and fill inspector and biologist, Mr. Rohlke established that no significant problems or impairment of water quality are associated with the construction of such a pier or footbridge by using treated pilings and timbers. Mr. Richard Fancher was accepted as an expert witness in water quality. He is the Environmental Supervisor of the Department's northwest district, supervising the Department's permitting and enforcement program in the area of dredge and fill permitting. In his years of experience with the Department, he has reviewed some 3,000 dredge and fill applications. He evaluated Mr. Halfen's application for the proposed footbridge. His review of the proposed project was conducted with a view toward whether it complied with the standards of Chapters 253 and 403, Florida Statutes and Chapter 17-3 and 17-4, Florida Administrative Code. He established that the water quality standards that the Department is charged with enforcing by these legal provisions would be complied with, with construction of the proposed project, in that the pilings for the pier or footbridge would be jetted into the sub-strate of the lake and turbidity curtains would be used to minimize the short-term deleterious effects of turbidity or sediment disturbance on the lake as a whole by confining such turbidity to the immediate area of the project. The project will not significantly affect fish and wildlife in the water body involved, nor impair water flow so as to be contrary to the public interest. Neither will any significant loss of fish or wildlife or fish or wildlife habitat be occasioned by installation of the subject bridge. Mr. Fancher was of the opinion that the bridge would impede and interfere with navigation to some extent, but not, in his opinion, so as to be contrary to public interest. Mr. Fancher, however, has not visited the site himself and has no direct knowledge as to how the lake is used in terms of navigation, fishing, water skiing and the like. Mr. Rohlke opined that navigation in terms of "normal boat traffic" would not be interfered with since on his brief inspection he saw no boats using the lake, and the bridge would have a single span raised to a five-foot elevation over the lake's surface for the purpose of permitting boats to pass under the bridge. Mr. Rohlke, however, spent only a period of less than an hour visiting the lake site and did not confer with any adjacent landowners to ascertain what uses they made of the lake. He did not measure the lake bottom depth but did acknowledge that it was of sufficient size to be used for both sailing and water skiing. He admitted that a portion of the lake would be cut off by the bridge, consisting of approximately two acres on the western side. The Petitioners, the Bannermans, as well as witnesses Klep and Hughes own property and homes on the western side of the lake and their access to the remainder of the approximately 50-acres of the lake would be partially cut off by the bridge. They would be denied some use and enjoyment of the majority of the lake. Mr. and Mrs. Bannerman have a home which fronts on the western edge of the lake. Mr. Bannerman has measured the lake and established that it is five to seven feet deep near the water's edge and approximately 12 to 15 feel deep in the center of the lake. He has a dock and a small boat on the lake and uses the boat for fishing and navigation of the lake. Fishermen frequently utilize the lake from a public access point. The lake is large enough to be used for normal recreational pursuits such as water skiing, sailing, and fishing. Mr. John Klep owns property bordering on the western edge of the lake. Access to the lake was an important consideration in his purchase of the property, and in his continuing use of it. The lake is in excess of six feet deep at his property and physically navigable. He does not wish his access to the entire lake to be restricted. Mr. Lyle Hughes has legal access to the lake conveyed to him by deed although his own property does not actually border the lake. Sailing has been his lifetime recreational pursuit and he desires to use the lake for sailing for himself and members of his family, especially the children in his family. The small sailboats for which the lake is suited generally have a mast of approximately 14 feet in height. Such a boat could not pass under the bridge if constructed as proposed, since the five-foot raised center span would only barely permit small power boats and their occupants to safely pass under it. In short, the subject bridge, while it permits small fishing and pleasure boats to pass under with their occupants, would preclude the adjacent landowners in the western end of the lake cut off by the bridge, from sailing beneath the bridge or water skiing on the lake, since their point of access for water skiing and other purposes is at their own property and it would be impossible to water ski in the lake since the bridge would not be navigable for water skiing boats and skiers. The only way sail boats could navigate under the bridge would be to use a motor, oars or paddles until the sailboat negotiates the bridge span, with attendant stepping and unstepping of the mast every time the boat passes under the bridge. This arrangement is totally impractical for those adjacent landowners to do in order to use the lake for sailing. Water skiers could not pass under a five-foot span for obvious reasons of safety. In short, it has been established that the proposed project comports with Department permitting requirements in terms of water quality impacts and impacts on fish and wildlife and fish and wildlife habitats. The project, however, has not been established to be in the public interest and not contrary to the public interest in terms of its impact on the rights of adjacent landowners to navigate the entire 52-acre lake which they presently have access to for the above-mentioned reasons. Any approval of the permit applied for must be in conjunction with a condition that the bridge be so constructed that sailboats can pass through without having to unstep their masts and water ski boats and skiers can pass through it, possibly through use of a movable span. An additional and more basic problem exists in approving this project as proposed. Department's Rule 17-1.203, Florida Administrative Code requires that a permit applicant execute and submit, with his application, an affidavit of ownership of the property involved in a dredge and fill project. The affidavit and rule requires that a permittee be either the record owner, lessee, record easement holder or an applicant to the record owner of the property for an easement to the property described in the application, and in the affidavit. Mr. Halfen submitted this affidavit with his application certifying that he was the record owner, lessee, or record easement holder of the property upon which the bridge was to be constructed and of the property landward of the construction site, and either had or would have the permission of all other persons with a legal interest in the property prior to undertaking the project. It is the policy of the Department to require the applicant to be the record owner of the submerged land, his lessee or easement holder and to submit the necessary affidavit of ownership or control. The rationale for this policy is so that the Department "will not knowingly issue a permit for dredging and filling or other activities which would constitute a trespass." 1/ The property involved at the project site is subject to an active title dispute being litigated in the Circuit Court. In dispute is the question of whether the title to the lake bottom is held by the Petitioners, the Bannermans or FDIC, Mr. Halfen or the State of Florida. The property was initially conveyed into private ownership by the President of the United States, Woodrow Wilson, in 1918 as shown by stipulated Exhibit 2 in evidence. The federal government thus conveyed the pertinent property, Lots 1 and 2 of Section 7 in Township 3 South of Range 19 West together with other unrelated land to one Carl Froholm. That conveyance transferred all of the land in Lots 1 and 2 without making reference to Little Red Fish Lake. It does not indicate any reservations of public rights in and to the waters located on that property. It does not indicate any reservation of title to the bottom of the lake to be held by the State or Federal governments. Thus, the legitimate title question now being litigated in the court, is whether the Petitioners, Mr. Halfen or the State of Florida own the lake bottom upon which the bridge will be constructed and not simply whether DNR approval for its use has been obtained. Resolution of that quiet title action is still pending and argument and legal authority has been extensively briefed and provided to the Hearing Officer in the form of the various parties' proposed findings of fact and conclusions of law and memoranda. 2/
Recommendation Having considered the foregoing Findings of Fact, Conclusions of Law, the evidence of record, the candor and demeanor of the witnesses and the pleadings and arguments of the parties, it is, therefore RECOMMENDED: That the application by David Halfen for a dredge and fill permit, as described above, be granted, provided the plans and construction of the proposed bridge are sufficiently altered so as to permit water skiers and sailboats to safely and simply navigate and pass under or through the area of the proposed bridge and provided that Mr. Halfen, at the conclusion of the pending quiet title action, can establish that he has ownership or other right of control of the property on which the project will be built. DONE and ENTERED this 14th day of February, 1985, in Tallahassee, Florida. P. MICHAEL RUFF Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 14th day of February, 1985.
Findings Of Fact Mr. Swiger was certified by the Commission as a law enforcement officer on March 29, 1982, and issued certificate number 44-82-002-02. Mr. Swiger was employed as a patrol officer with the Police Department of the City of Lake Worth, Florida. On the evening of May 8, 1988, Officer Swiger and Officer Lorenzo Odum were patrolling the south end of City of Lake Worth as part of an overtime detail which had been established by Department management to deter prostitution and drug traffic in that area. Officer Swiger and Officer Odum were in uniform, in a marked police car. Officer Swiger was driving. Officer Swiger saw Rickey Spencer walking on the east side of Dixie Highway; he slowed the police car, parked it in a driveway near Mr. Spencer and then exited the car while Officer Odum remained in the passenger seat. When Officer Swiger approached Mr. Spencer, Swiger asked Spencer what he was doing in Swiger's zone; Swiger had warned Spencer not to be in that area. Officer Swiger strongly disliked Mr. Spencer, because Officer Swiger believed Mr. Spencer was a male prostitute. Whether true or not, Spencer has a reputation among Lake Worth police officers as one who dresses as a woman, engages men in oral sex and while their pants are around their ankles often lifts their wallets. Officers had been informed at meetings held at shift changes that city officials were unhappy about the prostitutes on Dixie Highway and wanted them off the street. After receiving no adequate explanation from Mr. Spencer as to why Spencer was on Dixie Highway that evening, Officer Swiger forcefully punched Mr. Spencer in the abdomen with his fist, which caused Mr. Spencer pain and brief difficulty in breathing. 1/ After regaining his breath, Spencer asked Officer Swiger if he were under arrest. Swiger told Spencer that he did not want Spencer in the area. After hearing the sound of the blow, Officer Odum got out of the police car and looked where Officer Swiger and Mr. Spencer stood. Officer Odum told Swiger to "cut it out" because the use of physical force against Mr. Spencer was inappropriate. At that point Mr. Spencer was told by Officer Swiger to "get out of here" and when Mr. Spencer turned to walk away Officer Swiger, who was wearing black combat boots, kicked Mr. Spencer in the buttocks with enough force to lift him off the ground. Officer Swiger and Officer Odum then got back into their police car and drove on. At no time during the encounter between Officer Swiger and Mr. Spencer did Mr. Spencer verbally or physically threaten any violence to Officer Swiger. Officer Odum did not report the incident between Officer Swiger and Mr. Spencer to the Police Department, and Mr. Spencer did not report it to the police or file any complaint at that time. Later, an unrelated incident occurred which caused the management of the Police Department to try to terminate Officer Swiger. Thereafter, Sergeant Ryan and Lieutenant Garson learned of the incident with Ricky Spencer and encouraged Mr. Spencer to bring the present complaint. In May, 1988, Officer Swiger was involved in a department operation which attempted to make controlled buys of beer by minors in the Lake Worth area. As part of that operation, Officer Swiger observed an employee of a Cumberland Farms convenience store sell beer to a minor who was working with the police. The store clerk was Mr. Muhammad Sami Iqbal. The police took no action at that time, because they were engaging in similar attempts to buy beer at other locations. By experience the police knew that it would interfere with their operation if any clerks were served with a Notice to Appear in court to answer the charge of unauthorized sale of beer to minors. Clerks served would quickly put the word out about the operation to other store clerks by telephone. Cheryl Ann Daggert was the manager for the Cumberland Farms Store where Mr. Iqbal worked. On the morning of May 18, 1988, at about 10:30 a.m., Officer Swiger and another officer came to the store and tried to determine when Mr. Iqbal would have his next shift, so that they could serve him with the Notice to Appear at that time. Ms. Daggert told Officer Swiger that Mr. Iqbal would next be at work at 7:00 p.m. that day. Although she did not have Mr. Iqbal's address, Ms. Daggert gave Officer Swiger Mr. Iqbal's home telephone number. Officer Swiger then left the store. Swiger was anxious to serve Mr. Iqbal because he had been off work for three days since the buy at Mr. Iqbal's store, and management at the department wanted to wrap up the operation by serving all the Notices to Appear as soon as possible. Mr. Iqbal reported to work, but was immediately terminated by Ms. Daggert for having sold alcohol to a minor. She told Mr. Iqbal that the police would be looking for him. Shortly after the shift began Ms. Daggert's boyfriend, Jesus Nieves, took Mr. Iqbal to the police station so Mr. Iqbal could take care of whatever the police wanted to see him about. The police officer on duty at the station told Mr. Iqbal that Officer Swiger was not on duty and to return tomorrow. At about 8:30 p.m. Office Swiger returned to the store. Ms. Daggert was still there and her boyfriend, Jesus Nieves, was also there to keep her company. There were five to seven customers either purchasing items in the store or there to pay for gasoline from the store's gasoline pumps. At that time Officer Swiger asked Ms. Daggert about Mr. Iqbal's address, and she again told Officer Swiger that she did not have it. Mr. Nieves told Officer Swiger that he had taken Mr. Iqbal to the police station earlier that day, and that Mr. Iqbal would go back to the police station the next morning. Officer Swiger then became angry and told Ms. Daggert that he was going to lock the store until he obtained the information that he wanted. Officer Swiger ordered the customers in the store to leave, including Mr. Nieves, then told Ms. Daggert that he would not permit her to accept payment from customers from items in the store or to activate the store's gasoline pumps until he obtained the information he wanted: Mr. Iqbal's address. As a result, some of the customers were unable to pay for items they had removed from the store shelves. Ms. Daggert also had to return a customer's $10.00 prepayment for gasoline because she had been forbidden by Officer Swiger to permit the customer to pump gasoline. In deference to Officer Swiger's directives the customers in the store, as well as Mr. Nieves, exited. Outside the store, Mr. Nieves told several customers that the store was closed and that they would have to wait. After all the customers and Mr. Nieves had left, Officer Swiger locked the door from the inside and angrily told Ms. Daggert that the store would remain locked until she gave him Mr. Iqbal's address. Ms. Daggert did not consent to being locked in the store and she was not free to leave the store. Officer Swiger told Ms. Daggert to call the Cumberland Farm's Office and to get him the information he wanted. Ms. Daggert told Officer Swiger that the office was closed at that time. Ms. Daggert telephoned her supervisor, Keith Newmark, at his home, to explain that a police officer had closed the store and that it would remain closed until he obtain Mr. Iqbal's address. Ms. Daggert gave the telephone to Officer Swiger who spoke to Mr. Newmark. Officer Swiger then repeated to Mr. Newmark that he needed Mr. Iqbal's address, and that the store would remain closed until Officer Swiger got the information he wanted. Mr. Newmark questioned Officer Swiger's authority to take that kind of action. Mr. Newmark did have some records at his home, in his company car. He retrieved them, and found he had Mr. Iqbal's address, which he gave to Officer Swiger. About 20 to 30 minutes after the convenience store had been closed and locked, Officer Swiger unlocked the door and permitted Ms. Daggert to resume business. Officer Swiger had received no formal training for conducting beer buy projects, but he had learned from other officers similar tactics to obtain information about persons who had sold beer to minors, when they needed to serve those persons with Notices to Appear. Other clerks and store managers are generally uncooperative in such matters.
Recommendation As a consequence, under Rule 11B-27.005(5)(d), it is recommended that the certification of Mr. Swiger be revoked. DONE and ENTERED this 1st day of October, 1990, at Tallahassee, Florida. WILLIAM R. DORSEY, JR. 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 1st day of October, 1990.
