The Issue The issue at this stage of the proceeding is whether jurisdiction should be relinquished to the Southwest Florida Water Management District based upon the withdrawal of Petitions filed herein on behalf of the Petitioners, and the filing of a stipulation and settlement agreement executed on behalf of the Petitioners and Respondents.
Findings Of Fact By Notices of Referral dated June 7, 1989, and filed June 1 6, 1989, the Southwest Florida Water Management District (District) transmitted to the Division of Administrative Hearings (DOAH) certain Petitions filed on behalf of Petitioners which opposed the issuance of a consumptive use permit numbered 208426 by the District to the West Coast Regional Water Supply Authority (Authority). These Petitions were assigned Case Numbers 89-3187 through 89-3189 by DOAH, and were consolidated for all further proceedings. On August 18, 1989, Chilpub, Inc. (Chilpub), filed a Petition to Intervene, which was granted by Order entered on September 6, 1989. On October 20, 1989, Wiregrass Ranch, Inc. (Wiregrass), filed a Petition to Intervene, which was granted by Order entered on October 31, 1989. The Petitions filed on behalf of Chilpub and Wiregrass were filed at DOAH, and specifically sought leave to intervene in Cases Numbered 89-3187 through 89-3189 in order to oppose the issuance of permit number 208426 to the Authority. Following the granting of these Petitions, Chilpub and Wiregrass have participated in this proceeding as Intervenors On or about November 8, 1989, the Authority provided Wiregrass with a copy of the Notice of Proposed Agency Action which is the subject of this proceeding, pursuant to Rule 40D-2.101, Florida Administrative Code. However, subsequent to receiving this Notice of Proposed Agency Action, Wiregrass failed to file with the District any Petition in its own right seeking to initiate a proceeding under Section 120.57(1), Florida Statutes, to challenge the issuance of permit number 208426 to the Authority. Notices of Withdrawal of Petitions for Formal Hearing were filed on behalf of the Petitioners in Cases Numbered 89-3187 through 89-3189 on April 4, 1990, and on that same date, the Petitioners and Respondents filed their Joint Motion to Relinquish Jurisdiction. A copy of the Stipulation and Settlement Agreement executed by the Petitioners and Respondents was filed on April 9, 1990.
Recommendation Based upon the foregoing, it is recommended that the District enter a Final Order dismissing the Petitions filed herein, and issuing permit number 208426 to the Authority. DONE AND ENTERED this 19 day of April, 1990 in Tallahassee, Florida. DONALD D. CONN Hearing Officer Division of Administrative Hearings The DeSoto Building 120 Apalachee Parkway Tallahassee, Florida 32399-1550 Filed with the Clerk of the Division of Administrative Hearings this 19 day of April, 1990. COPIES FURNISHED: David L. Smith, Esquire Jeffrey A. Aman, Esquire 712 South Oregon Avenue Tampa, FL 33606 Edward P. de la Parte, Jr., Esquire Barbara B. Levin, Esquire 705 East Kennedy Blvd. Tampa, FL 33602 Bram Canter, Esquire 306 North Monroe Street Tallahassee, FL 32302 Enola T. Brown, Esquire P. O. Box 3350 Tampa, FL 33601-3350 James S. Moody, Jr., Esquire P. O. Box TT Plant City, FL 33564-9040 Peter G. Hubbell Executive Director SWFWMD 2379 Broad Street Brooksville, FL 34609-6899
Findings Of Fact Petitioner River Trails is the developer of a condominium community in Palm Beach County known as River Walk. River Walk is contiguous to and immediately adjacent to 2600 feet of South Florida Water Management District (hereinafter "SFWMD") property bordering Canal C-18 in Palm Beach County. The right- of-way adjacent to C-18 as well as the bottom of C-18 is owned by SFWMD. C-18 is not in an area designated as Outstanding Florida Waters. As required by Section 403.813(2), Florida Statutes, River Trails sought and obtained on January 12, 1984, a permit from the SFWMD to construct a dock and boat ramp in Canal C-18. The permit conveyed no property rights to River Trails. On October 12, 1984, River Trails asked DER to confirm that River Trails' proposed boat ramp qualified for an exemption pursuant to Section 403.813(2)(c), Florida Statutes. By letter dated December 20, 1984, DER informed River Trails that the proposed boat ramp did qualify for the exemption and, therefore did not require any permit from DER. On October 18, 1984, River Trails asked DER to confirm that River Trails' proposed dock of 1,000 square feet or less qualified for an exemption from DER's permitting authority pursuant to Section 403.813(2)(b), Florida Statutes. However, on November 30, 1984, DER informed River Trails that its proposed dock did not qualify for the exemption because there was already an existing dock on SFWMD property on Canal C-18. As authority for its position, DER cited the following sentence in DER Rule 17-4.04(9)(c), Florida Administrative Code: "A private dock is a single pier at a parcel of property." On the 2600 feet of SFWMD-owned right-of-way contiguous to River Trails, there are presently no docks. On SFWMD-owned right-of-way east of River Trails, between River Trails and the southwest fork of the Loxahatchee River, there are two docks approximately 300 feet apart located in front of single-family residences. DER contends all contiguous property owned by an individual, group or entity, including a water management district, constitutes a "parcel of property" and accordingly does not recognize River Trails' claim to an exemption because of the existence of these docks. Prior to River Trails' request that DER confirm River Trails' right to an exemption, DER had not interpreted water management district-owned right-of-ways to be a "parcel of property" within the meaning of Rule 17- 4.04(9)(c). In the past, the SFWMD has permitted numerous docks of less than 1,000 square feet on SFWMD-owned right- of-ways. Copies of these permits were routinely forwarded to DER. While these docks were and are on right-of-ways which DER now defines as a "parcel" within the meaning of Rule 17-4.04(9)(c), DER has not required permits for these docks. The DER employees who interpret the rule in question as part of their duties and whose depositions were introduced at hearing do not agree on the configuration which constitutes a single pier, on the degree of ownership or control required over a parcel of property by an applicant for an exemption, or on the definition of a parcel of property. DER has failed to adequately explain its deviation from past agency practice in interpreting SFWMD right-of- way as a parcel of property. But for DER's new interpretation of the term "parcel of property" found in Rule 17-4.04(9)(c), Florida Administrative Code, River Trails' proposed dock meets the statutory and rule requirements for an exemption from obtaining a permit from DER.
Findings Of Fact On January 15, 1993, Westinghouse Communities of Naples, Inc., (Westinghouse) filed a Petition with the Secretary of the Florida Land and Water Adjudicatory Commission (FLWAC), seeking establishment by rule of the Pelican Marsh Community Development District (CDD) in an unincorporated area of Collier County, Florida. The Secretary certified that the contents of the Petition were complete and on March 12, 1993, forwarded the Petition to the Division of Administrative Hearings. On May 3, 1993, Westinghouse filed an Amended Petition with the FLWAC Secretary. The Amended Petition revised related provisions contained in Paragraph 10 and Exhibit 7 of the original Petition. The amendments address delivery of water, wastewater and irrigation service within the CDD and set forth the obligations of the proposed CDD and the Collier County Water-Sewer District related to the construction, ownership and operation of interim and permanent facilities for such services. The FLWAC Secretary determined that the contents of the Amended Petition were complete and on May 21, 1993, forwarded the Amended Petition to the Division of Administrative Hearings. Notice of the date and location of the public hearing was published in the Naples Daily News, a daily newspaper in Naples, Florida on May 13, 20, 27 and June 3, 1993. A copy of such notice was served upon the Department of Community Affairs as required by Rule 42-1.011, Florida Administrative Code. Notice of the hearing was published by the FLWAC's Secretary in the Florida Administrative Weekly on May 14, 1993, as required by Rule 42- 1.010(1)(b), Florida Administrative Code. Westinghouse submitted a copy of the Petition to the Collier County Board of County Commissioners ("Board") on February 26, 1993 and submitted a copy of the Amended Petition to the Board on April 16, 1993. As required by Section 190.005(1)(b)1, Florida Statutes, Westinghouse paid the $15,000 filing fee to the Board. A public hearing before the Board was held on May 4, 1993. Such hearing is optional pursuant to Section 190.005(1)(c), Florida Statutes. Upon completion of the hearing, the Board adopted Resolution No. 93- 187 through which it determined that the establishment of the CDD was in the best interests of the county and its citizens and that the county was supportive of the establishment of the CDD. A transcript of the county hearing was filed with the FLWAC on May 4, 1993. If approved by the FLWAC, the CDD will be an independent special purpose local government as authorized by Chapter 190, Florida Statutes, with power to plan, finance, construct, operate and maintain the community infrastructure (except as to certain water and sewer services discussed elsewhere herein) within the jurisdiction of the CDD. The CDD will manage and finance basic services for the residential community known as Pelican Marsh. The 2,075 acres of the community development to be serviced by the CDD is located north of the City of Naples within an unincorporated area of Collier County. To the north of the CDD lies unimproved land, residential subdivisions and Immokalee Road (County Road 846). To the east is unimproved land and the site of a proposed extension of Livingston Road. To the south is Vanderbilt Beach Road (County Road 862), the site of a proposed extension of Vanderbilt Beach Road, and Pine Ridge subdivision. To the west is North Tamiami Trail (U.S. Highway 41). The land within the proposed CDD is currently zoned as "Urban Residential", "Activity Center" and "Proposed Activity Center". Westinghouse has entered into the record, as Exhibit "C", an Application for Public Hearing for Rezone and Conditional Use Requests and a draft Planned Unit Development document for a portion of the community consisting of approximately 1086.5 acres. The draft Planned Unit Development document authorizes a mixture of land uses, including single and multi-family housing, limited to 780 dwelling units and a 27-hole golf course with clubhouses. Westinghouse has acknowledged in its Amended Petition that the Collier County Water-Sewer District is the permanent supplier of all water, wastewater and irrigation service in the CDD and that the CDD shall be obligated to convey all water, sewer and irrigation facilities to the County and its Water-Sewer District upon completion. Westinghouse also acknowledges certain rights and obligations of the CDD with respect to the construction and operation of interim water, wastewater and irrigation facilities. The cost of such facilities will be borne by the CDD through various types of financing mechanisms. Only those persons who receive the benefit of the services will pay the costs involved in provision of the facilities. Summarization of Testimony and Evidence Mr. Louis H. Hoegsted is Executive Vice President of Westinghouse Communities of Naples, Inc., the corporation that filed the Petition and Amended Petition in this matter. Mr. Hoegsted has general responsibility for planning the Pelican Marsh community, including the filing of the petitions. Westinghouse, a Florida corporation, has developed the community of Pelican Bay in Collier County, Florida. Mr. Hoegsted was involved as the company representative in the formation and operation of the former Pelican Bay Improvement District, created by special act of the Florida Legislature. Pelican Bay was merged by Collier County into the County Water-Sewer District. Mr. Hoegsted identified Westinghouse's Composite Hearing Exhibits "A" through "R". All of the below-described documents were prepared under the supervision of Mr. Hoegsted. The exhibits identified by Mr. Hoegsted are as follows: Composite Exhibit "A" includes four exhibits numbered "A-1" through "A-4". Exhibit "A-1" is a General Location Map, which identifies the site of the proposed CDD. Exhibit "A-2" is a Boundary Map of the area to be served by the CDD. Exhibit "A- 3" is a Boundary Map of the land area included within the jurisdiction of the CDD. Exhibit "A-4" is a copy of the Collier County Comprehensive Plan Map, as amended June, 1993. Exhibit "B" is the Preliminary Development Agreement of May 20, 1993 executed between the Florida Department of Community Affairs and Westinghouse. Exhibit "C" is a copy of a draft Planned Unit Development document which upon adoption would establish the zoning for a portion of the proposed development. Composite Exhibit "D" is made up of 12 separate exhibits identified as Exhibits "D-1" through "D-9" with subparts. Exhibit "D-1" is the Petition filed with the FLWAC in this case. Exhibit "D-2" is a map showing the location of the land area to be serviced by the CDD. Exhibit "D-3" is a metes and bounds description of the CDD. Exhibit "D-4" is composed of the written consent of Westinghouse Communities of Naples, Inc. and the Manatee Fruit Company, as owners of land within the CDD. (Also filed as Exhibit "R-1" is an additional consent of the remaining land owners within the CDD.) Exhibit "D-5" (including subparts a-c) is composed of drawings showing the Collier County waste water service system, potable water service system and the drainage outfalls. Exhibit "D-6" is the proposed schedule and cost estimates for construction of CDD infrastructure. Exhibit "D-7a" is a copy of the Collier County Comprehensive Plan Future Land Use Map. Exhibit "D-7b" is a copy of the Department of Community Affairs compliance letter related to the Collier County Comprehensive Plan, as amended. Exhibit "D-8" is an acknowledgment by Westinghouse that Collier County is authorized to regulate the provision of water and sewer facilities within the CDD. Exhibit "D-9" is a Statement of Economic Impact for the CDD by Fishkind & Associates, Inc. Composite Exhibit "E" consists of 12 exhibits identified as "E-1" through "E-9" including subparts. Composite Exhibit "E-1" includes the Amended Petition filed with the FLWAC in this case. Exhibit "E-2" is a map showing the location of the land area to be serviced by the CDD. Exhibit "E-3" is a metes and bounds description of the CDD. Exhibit "E-4" is composed of the written consent of Westinghouse Communities of Naples, Inc. and the Manatee Fruit Company, as owners of land within the CDD. Exhibit "E-5" (including subparts a-c) is composed of drawings showing the Collier County waste water service system, potable water service system and the drainage outfalls. Exhibit "E-6" is the proposed schedule and cost estimates for construction of CDD infrastructure. Exhibit "E-7a" is a copy of the Collier County Comprehensive Plan Future Land Use Map. Exhibit "E-7b" is a copy of the Department of Community Affairs compliance letter related to the Collier County Comprehensive Plan, as amended. Exhibit "E-8" is an acknowledgment by Westinghouse that Collier County is authorized to regulate the provision of water and sewer facilities within the CDD. Exhibit "E-9" is a Statement of Economic Impact for the CDD by Fishkind & Associates, Inc. Composite Exhibit "F" includes four items. Exhibit "F-1" is the prehearing stipulation filed in this case. Exhibit "F-2" is a Memorandum of Agreement between Westinghouse and Collier County related to the provision of water, wastewater and irrigation facilities and services within the proposed CDD. Exhibit "F-2a" is a draft copy of an interlocal agreement related to the provision of water, wastewater and irrigation facilities and services within the proposed CDD. Exhibit "F-2b" is a copy of Collier County Resolution No. 93-187 indicating that the Board of County Commissioners supports the establishment of the CDD. Composite Exhibit "G" consists of two items: Exhibit "G-1", a Westinghouse letter dated February 26, 1993 submitting the Petition to Collier County; and Exhibit "G-2", a Westinghouse letter dated April 16, 1993 submitting the Amended Petition to Collier County. Exhibit "H" is a photocopy of the $15,000 check from Westinghouse to Collier County constituting the filing and processing fee. Composite Exhibit "I" includes Exhibit "I-1", a letter dated February 26, 1993 transmitting the Petition to David Coburn of the FLWAC, and Exhibit "I-2" a letter dated May 3, 1993, transmitting the Amended Petition to Mr. Coburn. Composite Exhibit "J" includes four exhibits. Exhibit "J-1" is Mr. Coburn's letter of notification dated March 12, 1993 to the Florida Department of Community Affairs (DCA) transmitting the Petition for DCA review. Exhibit "J-2" is Mr. Coburn's letter of notification dated March 15, 1993 to the Southwest Florida Regional Planning Council (SWFRPC) transmitting the Petition for SWFRPC review. Exhibit "J-3" is Mr. Coburn's letter of notification dated May 5, 1993 to the DCA transmitting the Amended Petition for review. Exhibit "J-4" is Mr. Coburn's letter of notification dated May 5, 1993 to the SWFRPC transmitting the Amended Petition for review. Composite Exhibit "K" consists of two exhibits, "K-1" and "K-2", both letters from Mr. Coburn to the Florida Division of Administrative Hearings transmitting the Petition and Amended Petition, dated March 12 and May 21, 1993, respectively. Composite Exhibit "L" includes six exhibits. Exhibit "L-1" is a certified copy of the notice of publication of receipt of Petition and notice of hearing as published in the Florida Administrative Weekly. Exhibits "L-2" through "L-6" are the tear sheets from the Naples Daily News setting forth notice of the hearing held in this case. Exhibit "M" consists of excerpts from the Collier County Comprehensive Plan. The complete official copy of the Collier County Comprehensive Plan was filed with the Hearing Officer prior to the hearing and is transmitted with the record established during the hearing. Exhibit "N" is a letter from the Florida Department of Community Affairs to Collier County stating that the DCA had determined that the relevant Comprehensive Plan Amendment was in compliance with state law. Exhibit "O" is a copy of the State Comprehensive Plan for the State of Florida appearing in Chapter 187, Florida Statutes. Exhibit "P" consists of a white paper dated March, 1993 and prepared by Dr. Lance deHaven-Smith, a political economist. The report addresses growth management considerations and the proposed establishment of the Pelican Marsh CDD. Composite Exhibit "R" consists of two parts. Exhibit "R-1" is an additional consent of the remaining land owners within the CDD. (Exhibit D-4 contains the originally filed consent documents.) Exhibit "R-2" is an updated estimate of proposed infrastructure construction costs and deadlines. As Executive Vice President of Westinghouse Communities of Naples, Inc., Mr. Hoegsted directed the planning and preparation of the Petition and Amended Petition filed in this matter. The consultants who reviewed the project on behalf of Westinghouse were directed to assume that the CDD would provide all services and facilities which it was able to provide under Sections 190.011 and 190.012, Florida Statutes, with the exception of the County's provision of water, wastewater and irrigation services and facilities. (As addressed elsewhere herein, the County Water and Sewer District is to be the sole provider of water, wastewater and irrigation water within the Water-Sewer District boundaries in accordance with Collier County Ordinance Nos. 78-10, 79-33, 88-76, 90-86 and 90-87.) The consultants were directed to consider the factors enumerated in Subsection 190.005(1)(e), Florida Statutes. Based upon review of their analysis, Mr. Hoegsted asserts that all statutory criteria have been satisfied. There is no evidence to the contrary. The Statement of Economic Impact prepared for the CDD by Fishkind & Associates, Inc., includes an analysis of economic costs and benefits to all persons directly affected by the Petition, estimates the impact of the CDD on competition in the open market and describes the source of information and methodology used in preparing the statement. According to the statement, the creation of the CDD will not constitute a significant burden to either the State of Florida or Collier County. There is no evidence contrary to that contained within the Fishkind report. Thomas R. Peek is a professional engineer with Wilson, Miller, Barton and Peek, Inc., an engineering consulting firm located in Naples, Florida. Mr. Peek was accepted as an expert in civil engineering related to provision of infrastructure development in Southwest Florida communities. Mr. Peek is familiar with the CDD and with the status of the development approvals and related land development permits and approvals from local and state authorities for the Pelican Marsh community. He is knowledgeable as to the steps involved in engineering basic systems, facilities and services for community developments. He opined that there is a high probability for quality long term infrastructure maintenance by an independent special district government. Mr. Peek testified that he had reviewed the Amended Petition and attachments and that they contained no information inconsistent with engineering considerations raised by the state or the Collier County Comprehensive Plans. It is anticipated that the CDD will be requested to provide water management, utilities, roads, landscaping and street lighting. Mr. Peek is unable to predict whether the CDD will be asked to exercise any additional powers pursuant to Section 190.012(2), Florida Statutes. Such additional powers relate to certain public improvements and community facilities as parks, fire prevention, schools, security, and mosquito control. Mr. Peek opined that the land within the proposed CDD is of sufficient size, compactness and contiguity to be developable as one functionally interrelated community and is amenable for a CDD, that there are no land features or facilities which could make the benefits of the CDD difficult to provide, and that the CDD will not be inconsistent with the Collier County local government comprehensive plan. There is no evidence contrary to that provided by Mr. Peek. His testimony is accepted. Dr. Lance deHaven-Smith is a political science professor and provost of the Broward County campus of Florida Atlantic University. He was accepted as an expert in political science and in alternative ways to provide community infrastructure. Dr. deHaven-Smith reviewed the Petition from a general infrastructure and growth management policy perspective. He further addressed the relevant statutory criteria. Based on his review he prepared a report, "Growth Management Considerations in the Proposed Establishment of the Pelican Marsh Community Development District". The report is identified as Westinghouse Exhibits "D-9" and "E-9". According to Dr. deHaven-Smith, Collier County has experienced substantial growth in recent years, requiring a rapid expansion in infrastructure for transportation, water, waste water treatment, law enforcement, recreation, and many other services. Community development districts play an important role in growth management by facilitating large scale, high quality development and relieving local governments of the burden of paying for and managing many of the services and public works that such developments require. According to Dr. deHaven-Smith, to the extent that there are weaknesses in the state's growth management system, community development districts provide a means of appropriate controlled development. Even though the state has adopted a state comprehensive plan, the need for CDDs exists, especially in areas such as Collier County where growth is at a rate twice that of other Florida communities. Accordingly, Dr. deHaven-Smith opined that the CDD is a good tool in the growth management process. Dr. deHaven-Smith described the manner in which the CDD would operate and carry out the powers prescribed in the development order for Pelican Marsh District. He opined that, relative to the alternatives for providing the infrastructure necessary for the Pelican Marsh community, the CDD mechanism is the most appropriate alternative. He further noted that although the CDD has a range of specific and general powers, it is controlled by substantive and procedural limitations and would be subservient to Collier County. Dr. deHaven-Smith reviewed the statutory factors and related information that must be considered in order to establish a CDD. He opined that all statements within the petitions are true and correct, that the creation and establishment of the CDD is not inconsistent with applicable portions of the state and local comprehensive plans, that the area of land within the CDD is of sufficient size, is sufficiently compact, and is sufficiently contiguous to be developable as one functional interrelated community, that the CDD is the best alternative for delivering community development services and facilities, that the services and facilities are compatible with the capacity and uses of existing local and regional community development services and facilities, and that the area to be served is amenable to separate special-district services and facilities. There is no evidence contrary to the witness' testimony which is hereby accepted. David Crawford is Director of Planning and Governmental Relations with Westinghouse Bayside Communities, Inc. He has 15 years experience in the planning of infrastructure provision for community development and has been involved in the preparation of comprehensive plans for several Florida counties. He testified as to the permitting and development approval status of the Pelican Marsh community and the physical characteristics and situations to be found within the area of the proposed CDD, including two existing roadways, a drainage canal, an outfall and various utilities which cross the property. Mr. Crawford described the state comprehensive plan and how the establishment of the CDD would be consistent with and facilitate certain enumerated policies in the plan. Mr. Crawford stated that the CDD will not be inconsistent with the Collier County Comprehensive Plan. With respect to state concurrency requirements, Mr. Crawford asserted that the CDD is the best method to provide sustained infrastructure to a community. Mr. Crawford stated that the CDD is a responsive, efficient, timely and economic means of providing services to a community's future population without over-burdening the existing residents. He asserted that the land within the CDD is of sufficient size, compactness and contiguity to be developable as one functionally interrelated community and that the land area in the CDD is amenable to separate special-district government. According to Mr. Crawford, the establishment of the CDD will not create any incompatibility with the existence of any regional systems, services or facilities. In Mr. Crawford's opinion, the establishment of the CDD will not overburden the Collier County government with respect to providing maintenance over the long-term infrastructure to the proposed development nor overburden the taxpayers of Collier County. Furthermore, he opined that the CDD will not be a needless or unacceptable proliferation of local government in view of the six factors required to be considered for its establishment under Chapter 190. Mr. Crawford testified that it is not premature to establish the CDD before issuance of the final development order under Section 380.06, Florida Statutes. Because infrastructure construction activities require construction permitting from the county, it is unlikely that the CDD would construct infrastructure inconsistent with the eventual development order to be issued by the county. There is no evidence contrary to the testimony of Mr. Crawford and it is accepted. Gary L. Moyer serves as district manager for twenty-three community development districts throughout the state. As a district manager, he coordinates the planning, financing, construction, operation, and maintenance of infrastructure provided to new community developments. Mr. Moyer was accepted as an expert in district management and government. Mr. Moyer reviewed the factors used in FLWAC's determination regarding whether the petition should be approved. He concluded that all criteria were satisfied. Within the context of his expertise, Mr. Moyer opined that all statements in the Amended Petition to be true and correct, that the CDD is compatible with all state and local comprehensive plans, that the land area of the CDD is of sufficient size and compactness and is sufficiently contiguous to be developable as one functional interrelated community, that the CDD is the best alternative for delivering the proposed services and facilities to the development, that the CDD is not incompatible with the capacity and uses of existing local and regional community development services and facilities, and that the area to be served is amenable to separate special-district government. Mr. Moyer noted that the CDD will be subject to the same checks, balances and accountability as other general purpose governmental entities. The CDD Board of Supervisors is governed by state ethics laws, "Government in the Sunshine," public records law and statutes related to accountability of public officials. Mr. Moyer noted that, once established, the CDD becomes a "partner" with local government in achieving the goals and objectives of the community. Mr. Moyer stated that the operations of the CDD must be in accordance with local government's comprehensive plan and construction standards. He further noted that the CDD must supply planning documents to the local government to ensure consistency with the local comprehensive plan. There being no evidence to the contrary, Mr. Moyer's testimony is accepted as being credible on these issues.
Conclusions Having considered the entire record in this cause, and without evidence to the contrary, it is concluded that: All statements contained within the Petition have been found to be true and correct. Section 190.005(1)(e)1., Florida Statutes. The creation and establishment of the CDD is consistent with applicable elements or portions of the state comprehensive plan and the Collier County comprehensive plan, as amended. Section 190.005(1)(e)2., Florida Statutes. The area of land within the CDD is of sufficient size, is sufficiently compact, and is sufficiently contiguous to be developable as one functional interrelated community. Section 190.005(1)(e)3., Florida Statutes. The CDD, in accordance with applicable state and local law and the Memorandum of Agreement executed by Westinghouse and Collier County, is the best alternative available for delivering community development services and facilities to the area that will be served by the CDD. Section 190.005(1)(e)4., Florida Statutes. In accordance with applicable state and local law and the Memorandum of Agreement executed by Westinghouse and Collier County, the community development services and facilities of the CDD will be compatible with the capacity and uses of existing local and regional community development services and facilities. Section 190.005(1)(e)5., Florida Statutes. The 2,075 acre tract of land that will be served by the CDD is amenable to separate special-district government, in accordance with the provisions of Chapter 190, Florida Statutes, and the Memorandum of Agreement between Westinghouse and Collier County. Section 190.005(1)(e)6., Florida Statutes. DONE and ISSUED this 10th day of September, 1993, in Tallahassee, Florida. WILLIAM F. QUATTLEBAUM Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, FL 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 10th day of September, 1993. APPENDIX TO RECOMMENDED ORDER, CASE NO. 93-1490 APPENDIX "A" NAMES AND ADDRESSES OF WITNESSES Louis H. Hoegsted Westinghouse Communities of Naples, Inc. 801 Laurel Oak Drive, Suite 500 Naples, Florida 33963 Thomas R. Peek Wilson, Miller, Barton & Peek 3200 Bailey Lane at Airport Road Naples, Florida 33942 Dr. Lance deHaven-Smith 5935 North West 96 Drive Parkland, Florida 33076 David Crawford Westinghouse Bayside Communities 9200-101 Bonita Beach Road, South West Bonita Springs, Florida 33923 Gary Moyer 10300 North West 11 Manor Coral Springs, Florida 33071 APPENDIX "B" LIST OF DOCUMENTARY EVIDENCE Composite Exhibit "A" Exhibit "A-1" is a large General Location Map, which outlines the general location of the proposed Pelican Marsh community within Collier County. Exhibit "A-2" is a Boundary Map of the development to be served by the CDD. Exhibit "A-3" is a Boundary Map of the land area to be included within the jurisdiction of the CDD. Exhibit "A-4" is a copy of the Collier County Comprehensive Plan Map, as amended June, 1993. Exhibit "B" Exhibit "B" is the Preliminary Development Agreement, dated May 20, 1993 between the Florida Department of Community Affairs and Westinghouse. Exhibit "C" Exhibit "C" is a draft of Planned Unit Development document which may establish the zoning for a portion of the proposed development. Composite Exhibit "D" Exhibit "D- 1" is the Petition filed with the FLWAC. Exhibit "D-2" is a map showing the location of the land area to be served by the CDD. Exhibit "D-3" is a metes and bounds description of the CDD. Exhibit "D-4" is composed of the written consent of Westinghouse Communities of Naples, Inc. and the Manatee Fruit Company, as owners of land within the CDD. (Exhibit "R-1" is the additional consent of the remaining land owners within the CDD.) Exhibit "D-5" is composed of drawings showing the Collier County waste water service system, potable water service system and the drainage outfalls. Exhibit "D-6" is a proposed schedule of the deadlines and cost estimates to construct CDD infrastructure. Exhibit "D-7" is a copy of the Collier County Comprehensive Plan Future Land Use Map. Exhibit "D-7b" is a copy of the Department of Community Affairs compliance letter related to the Collier County Comprehensive Plan, as amended. Exhibit "D-8" is an acknowledgment by Westinghouse that Collier County is authorized to regulate the provision of water and sewer facilities within the CDD. Exhibit "D-9" is a Statement of Economic Impact for the District by Fishkind & Associates, Inc. Composite Exhibit "E" Exhibit "E-1" is the Amended Petition. Exhibits "E-2" through "E-9" are identical to Exhibits "D-2" through "D-9" except for a minor change to the Acknowledgement in Exhibit "E-8". Composite Exhibit "F" Exhibit "F-1" is the Prehearing Stipulation signed by Collier County and Westinghouse with attachments and filed in this case. Exhibit "F-2" is a Memorandum of Agreement between Westinghouse and Collier County related to the provision of water, wastewater and irrigation facilities and services within the proposed CDD. Exhibit "F-2a" is a draft copy of an interlocal agreement related to the provision of water, wastewater and irrigation facilities and services within the proposed CDD. Exhibit "F-2b" is Resolution No. 93-187 of Collier County indicating that the Board of County Commissioners supports the establishment of the CDD. Composite Exhibit "G" Exhibit "G-1" is a letter from Westinghouse to Collier County, dated February 26, 1993, submitting the Petition to the county. Exhibit "G-2" is a letter from Westinghouse to Collier County, dated April 16, 1993, submitting the Amended Petition to the county. Exhibit "H" Exhibit "H" is a photocopy of the $15,000 check constituting the filing and processing fee from Westinghouse to Collier County. Composite Exhibit "I" Exhibit "I-1" is a transmittal letter from Attorney Kenza van Assenderp to David Coburn of the Florida Land and Water Adjudicatory Commission dated February 26, 1993 which accompanied the Petition. Exhibit "I-2" is a transmittal letter from Attorney Kenza van Assenderp to David Coburn of the Florida Land and Water Adjudicatory Commission dated May 3, 1993 which accompanied the Amended Petition. Composite Exhibit "J" Composite Exhibit "J" consists of four letters of notification from David Coburn, Secretary of the Florida Land and Water Adjudicatory Commission to the Florida Department of Community Affairs and the Southwest Regional Planning Council transmitting the Petition and Amended Petition. Composite Exhibit "K" Exhibit "K-1" is a letter dated March 12, 1993 from David Coburn to the Florida Division of Administrative Hearings transmitting the Petition. Exhibit "K-2" is a letter dated May 21, 1993 from David Coburn to the Florida Division of Administrative Hearings transmitting the Amended Petition. Composite Exhibit "L" Exhibit "L-1" is a certified copy of the notice of publication of receipt of Petition and notice of hearing as published in the Florida Administrative Weekly. Exhibits "L-2" through "L-6" are the tear sheets from the Naples Daily News setting forth notice of the hearing held in this case. Exhibit "M" Exhibit "M" consists of excerpts from the Collier County Comprehensive Plan. The complete official copy of the Collier County Comprehensive Plan was in the possession of the Hearing Officer at the time of the hearing and is transmitted with the record established during the hearing. Exhibit "N" Exhibit "N" is a letter from the Florida Department of Community Affairs to Collier County wherein notice was given of its determination that the Comprehensive Plan Amendment was in compliance with state law. Exhibit "O" Exhibit "O" is a copy of the State Comprehensive Plan for the State of Florida appearing in Chapter 187, Florida Statutes. Exhibit "P" Exhibit "P" is a March, 1993 report prepared by Dr. Lance deHaven-Smith regarding growth management considerations and the proposed establishment of the Pelican Marsh Community Development District. Exhibit "R" Exhibit "R-1" is an additional consent of the remaining land owners within the CDD. (Exhibit D-4 contains the originally filed consent documents.) Exhibit "R-2" is an updated estimate of proposed infrastructure construction costs and deadlines. COPIES FURNISHED: David K. Coburn, Secretary Florida Land & Water Adjudicatory Commission 311 Carlton Building Tallahassee, Florida 32301 Kenza Van Assenderp, Esquire Post Office Box 1833 Tallahassee, Florida 32302-1833 Richard D. Yovanovich, Esquire 3301 Tamiami Trail East Naples, Florida 33962-4976
The Issue Whether a permit should be issued for the construct in of a road over a marsh area surrounding Lake Susan in order to realign a clay road known as Hull Road near Clermont, Lake County, Florida.
Findings Of Fact On October 9, 1963, the Southwest Florida Water Management District adopted Resolution No. 63 setting forth a declaration of "The Works of the District". Rule 16J-1.03 was promulgated implementing Chapter 373, Florida Statutes, and was readopted October 5, 1974, and amended December 31, 1974. The Lake Susan area, in question here, is within the "work of the district" because it is included in the area encompassed in Rule 16J-1.03(2), "The Oklawaha River, its natural floodway and tributaries, connecting channels, lakes and canals". Lake Susan and its surrounding marshlands is subject to Rule 16J-1.06, which requires, in part, that an application be made before placing fill materials in the marshlands therein and said rule conditions a permit on whether there will be adverse effects by drainage or inundation or will alter or restrict a watercourse within the flood plain of a 25 year flood on lands not owned by applicant. On November 12, 1968, the Board of County Commissioners of Lake County, Florida, adopted a resolution which stated in part: "BE IT RESOLVED by the Board of County Commissioners of Lake County, Florida, that the cutting and removal of natural vegetation from the shallow areas of our lakes and streams, except as hereinafter provided, be discouraged; and that the Governing Authorities having jurisdiction over such areas be requested to limit the removal and clearing of such vegetation; that only such permits for the disturbance of vegetation be granted for proper access to and from the shoreline of property owners to clear waters retaining as much of the natural vegetation as is possible." This resolution has never been rescinded. Hull Road is a light duty, all weather, improved service, county maintained, dead end, clay road. The road serves residential and agricultural interests as well as lake recreational purposes. Some of the lands the road serves is now being developed by subdivision developers. The Lake County Board of County Commissioners propose to realign Hull Road across the marsh and water section of the southernmost tip of Lake Susan by filling and removing from the flood plain approximately 1.5 acres for a roadway, thereby draining through the culvert some 38 acres. The proposed work requires the construction of an embankment, approximately 66 feet wide and 800 feet long. The road plan is in accordance with the Florida Department of Transportation's criteria for similar roads. No permit was applied for or secured before work began on April 9, 1975 or before a fill of some 400 feet in length and 66 feet in width had been placed. Work was ordered stopped by permittee upon discovery of said activity on April 24, 1975. Applicant had not requested a permit under the belief that the area was not navigable and that therefore no permit was needed. The fill is standing in the condition and state of construction as it was when construction was ordered discontinued on April 24, 1975. The applicant contends that: (1) the present road is hazardous to the travelling public because of two sharp curves thereon, (2) the residents and the agricultural and recreational interests would be better served by a straight road rather than the existing road, (3) one alternative to the proposed realignment was to straighten the existing curve without filling in the marsh, but this alternative was abandoned for the reason that some 14 citrus trees would have to be removed and the county would have to reimburse the property owners for their right of way. A second alternative to the proposed plan which would straighten the hazardous curves would have involved fill of the marsh along the edge of the existing road and would have involved reimbursement to property owners, (4) it is the firm policy of the Board of County Commissioners of Lake County that the county will not buy right of way for county roads and that the county will not use its power of eminent domain to condemn right of way on a road, (5) no harmful effect would be done to the lowlands so long as culverts were part of the construction plans for that portion of the road that would cross the marshlands. The Southwest Florida Water Management District contends that: (1) the applicant county failed to make an application and secure a permit before beginning to fill a marshland area that is within the work district of the permittee board as defined in Rule 16J-1.03, (2) the fill for the proposed road realigning Hull Road across the marsh area will place fill within the mean annual flood plain of a lake and will alter or restrict a watercourse within the flood plain of a 25 year flood on lands not owned, leased or controlled by the applicant, (3) realignment of Hull Road to the marsh and waters of Lake Susan is not a reasonable and beneficial activity and is in violation of both the resolution of Lake County dated November 12, 1968, and the rules of the permittee, i.e., 16J-1.01(3)(4), (4) although an application has now been made for a permit for the proposed road, alternatives to filling said marshland should be explored fully before the Board is requested to waive the rules of the District. It has not been shown that the alternative routes would not better serve the safety interests of the public using the road and be more in keeping with the conservation policies of both the applicant and the permittee. Based on the foregoing it is the finding of the Hearing Officer that (1) the realignment of Hull Road is in conflict with the policy of the county established by resolution on November 12, 1968, (2) the realignment of the road across the waters and marshland of Lake Susan would increase the safety of Hull Road by eliminating two hazardous curves on the roadway in its present condition and location, (3) the alternative route which would straighten the curves without filling in the marshland is more in keeping with the previous resolution of the county and is consistent with the work of the District as promulgated in the cited rules of the permittee. No cost estimate has been made on alternative routes and no traffic studies have been made to determine the average flow of traffic.
The Issue The issue in this case is whether an Application to the South Florida Water Management District for Authority to Utilize Works or Land of the District filed by Respondents, Joint Facilities Board of River Oaks H.O.A. and Little Oaks H.O.A., should be approved by the South Florida Water Management District.
Findings Of Fact Petitioners, Arthur Pivirotto and Ann H. Pivirotto presented no evidence in this matter. Petitioners have, therefore, failed to meet their burden of proof that Right of Way Occupancy Permit Application Number 94-1005-2 should not be granted.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the South Florida Water Management District enter a Final Order in case number 96-0870 dismissing the Petition for Formal Proceedings Per 40E-1.521 Fl. Admin. Code and 120.57 F.S. DONE and ENTERED this 2nd day of August, 1996, in Tallahassee Florida. LARRY SART1N, Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 2nd day of August, 1996. COPIES FURNISHED: William A. Fleck, Esquire 6650 West Indiantown Road Suite 200 Jupiter, Florida 33458 Charles H. Burns, Esquire 1080 East Indiantown Road Jupiter, Florida 33477 Scott Allen Glazier, Esquire South Florida Water Management District 3301 Gun Club Road West Palm Beach, Florida 33406 Donald S. Fradley, Esquire 27 Pennock Lane Jupiter, Florida 33458 Alan J. Cooper, Esquire Tequesta Corporate Center 250 Tequesta Drive, Suite 200 Tequesta, Florida 33469 Samuel E. Poole, III, Executive Director Department of Environmental Protection South Water Management District Post Office Box 24680 West Palm Beach, Florida 33146
Findings Of Fact Maurice Fox ("Developer" or "Respondent" hereafter) filed his original application for approval of a development of regional impact with the Palm Beach County Board of County Commissioners in April, 1974. An extensive application was filed. Personnel from the staff of the County's Planning, Building, and Zoning Department discussed the application with the Respondent and his representatives, and the staff's recommendations were presented to the Planning Commission and to the Board of County Commissioners. The Respondent made presentations to the South Florida Regional Planing Council, and to the Board of County Commissioners. The Board received input from the Respondent, from the South Florida Regional Planning Council, from its own staff, from the Florida Game and Fresh Water Fish Commission, and from the Flood Control District, which is now the South Florida Water Management District. Palm Beach County was, at that time, a member of the South Florida Regional Planning Council. The Council recommended that the Board of County Commissioners deny the application for development order, maintaining that the proposed development conflicted with the county land use plan, would stimulate excessive migration into the region, would cause an excessive burden upon transportation facilities, did not adequately provide for solid waste disposal, could have an adverse impact upon water quality in the region, and would eliminate a significant habitat for wildlife including several threatened or endangered species. The Game and Fresh Water Fish Commission opposed the proposed project because of its potentially adverse impact upon the wildlife habitat. The Flood Control District considered that the lake system proposed to be operated in conjunction with the development could be maintained in such a way as to negate adverse impacts upon water quality of the region, and did not oppose the project. The County's Planning, Building, and Zoning Department recommended that the development order be issued, and the County Planning Commission concurred. By resolution number R74-700, the County Commission approved the application for development order subject to three conditions on September 3, 1974. This proceeding ensued. During the pendency of this proceeding, Palm Beach County withdrew from membership in the South Florida Regional Planning Council. The County joined the Treasure Coast Regional Planning Council (TCRPC). Since it was granted status as an intervenor, TCRPC has been functioning as the appellant. The South Florida Council has withdrawn from the proceeding. TCRPC has contended that the Board of County Commissioners did not adequately consider the environmental consequences of the proposed development. This contention is not supported by the evidence. The Board of County Commissioners did not have before it all of the evidence that is now before the Florida Land and Water Adjudicatory Commission, but it did have adequate information from which it could assess the environmental impacts of the proposed development, and weigh these impacts against potential advantages and disadvantages of the development. Whether the County Commission made a correct assessment of the ecological consequences of the proposed development is an issue for this appeal. The thought processes by which members of the Commission made the determination are not issues in this proceeding. Maurice Fox acquired the property which is the subject of this proceeding, and which has come to be known as the Fox Property, in 1954. The Fox Property lies in Palm Beach County, and is bordered on the east by State Road 7 as it is presently constructed and as it is proposed for extension. The property will run three lineal miles along State Road 7 when State Road 7 is completed. Okeechobee Road runs through the southern section of the property. The property has roughly a rectangular configuration, and consists of 1705 net acres apart from the rights of way of Okeechobee Road and State Road 7. The proposed development is a retirement community. It would contain 10,004 living units with a population cap of 18,416 persons. Dwelling units would be dispersed in forty five residential pods, some bordering on a lake, others on a golf course. There would be single and mixed story clusters. The maximum rise would be four stories. Two golf courses are proposed for construction, along with a 406-acre lake for sailing, boating, and fishing. A fourteen mile bicycle path that would not cross any roads is proposed for construction around the lake. There would be tennis courts, and at least one swimming pool for each building pod. The main social club would be located on the lake. Each golf course would have a club house. There would be a total of 1028 acres of open space, with approximately fourteen acres preserved in a natural condition. Three church sites have been set aside, along with a four and one half acre civic center, which would include a fire station, security facility, and municipal services. A commercial facility on a twenty five and one half acre tract is planned, with smaller convenience centers located at each of the golf club houses. The most significant feature of the development is a proposed center for geriatric medicine, which would be located on the southeast corner of the property. The center would be owned by a non profit corporation, and would be operated for the public benefit. The Respondent proposes to donate the land for the center. The center would have the following facilities: (a) A medical clinic with group practices of physicians; (b) Emergency facilities and rehabilitation services as a part of the clinic; (c) A retirement hotel for physically or mentally disabled persons who do not require complete nursing care; (d) A nursing home, and facilities that would provide in home services designed to keep older persons in their homes; (e) A nursing school, or continuing education facility that would provide training for staff for the center, and for other facilities. The center would have a significant research function, allowing a group of older persons to be studied over a period of years. The development would be constructed in four essentially, equal phases. Phases for construction of the geriatrics center have not yet been detailed. Local and state licensing would be required in order to operate many of the proposed functions of the center, and planning for construction of the center would need to be coordinated on an on going basis with the development of the retirement community. No evidence was offered that would specifically compare the proposed retirement community with other such communities. It is apparent, however, that the proposed community would provide a desirable place to live. All residences would border either a lake or golf course, and good recreational facilities would be immediately accessible to all residents. The project has been designed in order to maintain open spaces, with as much as seventy five, percent of the area remaining open. The primary benefit that the development would offer is the proposed center for geriatric medicine. The center is a primary altruistic goal of the Developer. The Developer has consulted eminent experts about the proposed center, and the center could provide a means for conducting significant research into illnesses of the elderly, and as a facility for training persons to treat illnesses of the elderly. Florida has a particular need for such an institute, and none of the medical schools in the state presently provide it. Although much is known about the needs for medical care of the elderly, a broader treatment concept has not been adequately developed. Old people are constantly fearful of becoming dependent, and they dread loneliness and bereavement. They have anxiety about spending their last days in a nursing home. The proposed center would address these problems by recruiting sensitive health care personnel, and providing a total care program for residents of the proposed community. Elderly persons require a continuum of care. Institutionalization of older people should be deferred as long as possible. There is a need to develop health services that can be delivered directly to the home. When it becomes necessary to institutionalize older persons, the proposed geriatrics center would accomplish it in a facility near to where they have lived, and to where their friends continue to live. Persons too fragile to stay in their own homes could live in the proposed hotel, and maintain personal relationships and community activities. Such a center as is being proposed would not have to be constructed in connection with a housing project, but it would be helpful to do so. Study would be facilitated due to the ready availability of a group of appropriate persons. The research that could be conducted could provide vital information about diseases of the aged. Some evidence was offered that tends to show that the Respondent may have some difficulty in obtaining all of the pertinent licenses that he will require in order to operate all facets of the proposed center. The evidence does not establish that the center is an impractical goal, but that ongoing planning that accounts for needs of the entire region is necessary. The Developer's motivations are clearly good. He is in part motivated by his own experience in dealing with an aged mother. He is not interested in developing the retirement community unless the center for geriatric medicine can also be developed. With appropriate planning the facility can become a reality, and would be a significant benefit to Palm Beach County, the region, the State of Florida, and indeed to society as a whole. The Fox Property is presently undeveloped. Human activities have had an effect on the property, but the property remains in an essentially natural condition. The property has been diked on all four sides by persons other than the Respondent. These dikes effect the flow of water across the property. While the evidence does not conclusively reveal whether the property has become drier or wetter as a result of human activity surrounding it, the present state of the property leads to a finding that its condition has not changed drastically in many years. The property may now be wetter than it was at some given instant in the past, or it may be drier. What is apparent is that the property has consistently maintained a degree of wetness that would support submerged or emergent vegetation, and that it has provided habitat for wildlife that thrive in transitional areas. Expert witnesses, who testified at the hearing, agreed as to the present characteristics of the property, but their testimony conflicted sharply in characterizing the condition as wet or dry, or as high quality or low quality wildlife habitat. Ecologists have reached no unanimous consensus in defining the term "wetland". The most generally accepted definition has been proposed by the United States Fish and Wildlife Service of the United States Department of the Interior in a "Draft of Interim Classification of Wetlands and Aquatic Habitats in the United States." The definition is as follows: Wetland is land where an excess of water is the dominant factor determining the nature of soil development and the types of plant and animal communities living at the soil surface,. It spans a continuum of environ- ments where terrestrial and aquatic systems intergrade. For the purpose of this classification system, wetland is defined more specifically as land where the water table is at, near, or above the land surface long enough each year to promote the formation of hydric soils and to support the growth of hydrophytes, as long as other environmental conditions are favorable. Permanent flooded lands lying beyond the deep water boundary of wetlands are referred to as aquatic habitats. The definition is compatible with the definition developed by other entities including the United States Corps of Engineers. The definition is also compatible with the Florida Department of Environmental Regulation system of classifying areas as submerged, transitional, and upland. Transitional areas within the Department of Environmental Regulation criteria would be classified as wetlands under the Fish and Wildlife Service definition. Wetlands have commonly recognized ecological values. These values are applicable to all wetlands, varying in quantitative and qualitative degree. In order of importance these values are as follows: First, wetlands provide habitat for an enormous array of plant and animal species, which cannot survive without such a habitat. Many endangered and threatened species require wetland habitats. They have become endangered or threatened because their realm has been diminished. Second, wetlands serve to remove and store excesses of certain elements from the environment. As a result of agricultural activities and as a result of large scale usage of fossil fuels, nitrogen and sulfates have become generally excessive in the environment. Wetlands serve a filtering and storage function for these potential pollutants. Third, wetlands serve an important water quality function. In periods of heavy rainfall wetlands serve to store and slowly release waters. Wetland vegetation serves to filter excess nutrients, from rainfall and from runoff, especially phosphorus and nitrogen. Fourth, wetlands are extremely productive in biological terms. Wetland vegetation takes in nutrients, and causes a net production of oxygen in the process of respiration. On a global, and even on a local scale, wetlands can thus be very important to air quality. Fifth, wetlands have an important impact upon the climate. Stored water in wetland areas maintains a warmer climate in areas surrounding the wetland. Wetlands also serve to fuel rainfall in an area. These wetland attributes apply to all wetlands in varying degrees, and do not apply as profoundly to other ecosystems. In addition to these values, wetlands serve an important food producing function since they serve as breeding grounds for fish, have important esthetic and recreational value, and have research and educational importance. Preservation of wetland areas has become an important environmental concern because there has been a very large loss of wetland areas to development. It has been estimated that more than one third of all wetlands in the United States, and more than half of the wetlands in Florida have been drained. Utilizing the Fish and Wildlife Service definition, from 900 to 1400 acres of the 1705 acre Fox Property can be classified as wetland. Only approximately 60 acres of the tract is aquatic, in other words wet at all times. Other areas are, however, sufficiently dominated by an excess of water to fall within the Fish and Wildlife definition. The Fox Property is not without human influence. The dikes which surround the property have effected the flow of water. "All terrain vehicles" have crossed the area and left their tracks. In some locations this vehicle use has been sufficiently significant that trails have been identified. There has been considerable hunting in the area. Some trash has been dumped, particularly in the areas adjacent to Okeechobee Boulevard. Trees have been removed, and potholes left in their place. In the area south of Okeechobee Boulevard it is apparent that there was considerable agricultural usage in the past which has affected the land. It is also apparent that there has been burning, although not to the extent that the ecological viability of the area has been violated. Exotic pest plants have infiltrated portions of the property. Melaleuca is the most dramatic of these. In small areas of the property melaleuca has become the dominant vegetation. Over a period of time melaleuca will tend to dry out a wetland, but the process is a lengthy one, which may take centuries to complete. Large airplanes fly low over the property disturbing the area with loud noises. Despite these intrusions, the Fox Property is dominated primarily by natural as opposed to human caused conditions. Nine hundred to fourteen hundred acres of the Fox Property display high or moderate wetland values. The remainder of the property displays low wetland values. Some parts of the property display outstanding wetland values. The most significant wetland attribute displayed by the Fox Property is the wildlife habitat that it provides. The habitat on the property is quite varied, and that contributes to its importance for wildlife. Several species on the Florida Game and Fresh Water Fish Commission "Threatened Species List" were actually observed on the property. These are the American alligator, the Florida great white heron, the osprey, the southeastern kestrel, the audubon's caracara, and the Florida sandhill crane. Several species on the Florida Game and Fresh Water Fish Commission "Species of Special Concern List" were also observed. Wildlife on this list are considered to be not as threatened with extinction as those on the "Threatened Species List", but nonetheless of concern. Observed were the little blue heron, the great egret, the snowy egret, the white ibis, the Cooper's Hawk, and the roundtail muskrat. Several other species on these lists thrive in such habitats as the Fox Property, and potentially could be there. The Florida Endangered Species List promulgated by the Game and Fresh Water Fish Commission constitutes species, that are in eminent danger of becoming extinct. None of these species were actually observed on the Fox Property, but the Fox Property provides viable habitat for the wood stork, the Florida Everglade kite, the red cockaded woodpecker, the, Florida grasshopper sparrow, and, the Florida panther. The Everglade kite, the red cockaded woodpecker, and the Florida panther are also on the Federal Endangered Species List. It is because of loss of habitat that these species are of concern, or are threatened, or are endangered. The Fox Property lies adjacent to a wetland area known as the Loxahatchee Slough. This is a major north south surface water drainage basin in eastern Palm Beach, County. Surface water moves across the Slough to the north, feeding the Loxahatchee River, or to the south into what is known as Conservation Area One within the Loxahatchee Preserve. The Fox property is in effect the western boundary of the Slough. The Loxahatchee Slough is a wetlands ecosystem. The Slough, and the National Wildlife Refuge, which surrounds and encompasses it, amount to 145,635 acres. This is primarily wetland. There are other viable wetland areas in the vicinity of the Fox Property which encompass as much as 850,000 acres. The fact that extensive wetlands are near to the Fox Property does not, however, lessen the wetland values of the Fox Property. In fact, the adjoining wetlands augment the wetland values that can be ascribed to the Fox Property, especially in terms of the property's importance to endangered wildlife. The proposed development would include a lake with an area of more than 490 acres. The lake system would provide viable habitat for the Florida alligator, but not for the other species discussed above, except perhaps as an occasional feeding area. These species are becoming scarce because their available habitat is shrinking. They are reclusive, and do not flourish in human residential areas. If the proposed development is approved, the Fox Property will effectively be obliterated as a viable wildlife habitat for many species, including some whose existence is threatened. The proposed lake system would also not perform other important wetland functions to the extent that the Fox Property now does so. The TCRPC has contended that the proposed development would have an adverse impact upon water quality in the region. This contention has not been supported by the evidence. It is apparent that the lake system will not serve the water purifying function that the Fox Property as a viable wet land presently serves. It does appear from the evidence, however, that the lake system can be maintained in such a manner as to not cause an adverse impact upon water quality. One witness testified that the lake is likely to suffer from algal blooms in part because it would be overloaded with phosphorus. This testimony did not, however, consider the effect that the swale system proposed by the Developer will have in filtering phosphorus from runoff which will enter the lake system. The testimony reveals that artificial lakes in the South Florida area have frequently been plagued with poor water quality. It is apparent that if the proposed lake were not properly maintained, its water quality could seriously deteriorate. With proper management, however, good water quality could be maintained. The evidence presented respecting the impact of the proposed development in environmental terms related solely to the proposed development. Whether less ambitious developments could be undertaken on the property without damaging the wildlife habitat or the wetland values was not addressed, and would not have been relevant.
The Issue The issues to be decided in this case are whether Respondents are liable for the violations charged in the NOV, whether Respondents should pay the penalties assessed in the NOV, and whether Respondents should be required to take the corrective actions demanded in the NOV.
Findings Of Fact The Department is the state agency with powers and duties related to the regulation of construction activities in wetlands and surface waters, including filling in wetlands. Respondents are individuals who own real property on Bayshore Road in North Fort Myers, Florida. Some confusion exists in the record about the street number for the property. It is alternately described as 11590, 11620, 11650, and 11850. This is partly due to the fact that the property consists of at least two recorded parcels. The actual location of the filled area is not disputed, nor is it disputed that Respondents own the property where the fill was placed. The property is adjacent to the Caloosahatchee River. It contains freshwater marsh wetlands dominated by Leather Fern. The Department conducted a site inspection of Respondents’ property and determined that Respondents had filled 0.96 acres of wetlands. The Department produced evidence that it incurred costs of $1,824.50 in this case. The corrective actions ordered in the NOV, which are designed to restore the wetlands that were filled, are reasonable.
The Issue The issue here concerns the entitlement of the Petitioner, Hernstadt Broadcasting Corporation to be granted certain environmental permits from the Respondent, State of Florida, Department of Environmental Regulation, which would allow the Petitioner to construct a radio transmitter tower and access dock within the Biscayne Bay which is located in Dade County Florida. 1/
Findings Of Fact The Petitioner in this action, Hernstadt Broadcasting Corporation, owns and operates radio station WKAT, which is located in Miami Beach, Dade County, Florida. The Petitioner is licensed by the Federal Communications Commission to pursue this enterprise. On April 30, 1980, the State of Florida, Department of Environmental Regulation received an application from the Petitioner, which application requested permission to construct a radio transmitter tower and access dock in Biscayne Bay, Dade County, Florida. (The tower end dock are part of a proposed station complex in which the radio station building is to be constructed upland from the Bay.) The project, if allowed, would be located off the north side of the Julia Tuttle Causeway which connects the City of Miami and the City of Miami Beach via the Biscayne Bay. The tower and access dock, if constructed, would be located in submerged lands owned by the State of Florida. In view of the location of this apparatus in Biscayne Bay, it would be subject to the provisions of the Biscayne Bay Aquatic Preserve Act found in Chapter 258, Florida Statutes, together with other provisions of statute and rule. To place the access dock in the Bay, the Petitioner proposes to drive pilings into the Bay bottom to support the access dock which is 200 feet long and four (4) feet wide. The support mechanism for the radio tower would also be constructed by the driving of pilings into the Bay bottom and the radio transmitting tower, once built, would be 400 feet tall and would have attached stabilizing guy wires connected to anchors driven into the Bay bottom. As the pilings are driven into the floor of the Bay, the displaced soils will be compressed into lower elevations or redistributed against the pilings. Respondent's Exhibit No. 15, admitted into evidence, is a copy of the original application for permit, which was modified by site plans and sketches depicted in Respondent's Exhibit No. 16, admitted into evidence, shortening certain dimensions related to the access dock. (These modifications came about subsequent to the Department of Environmental Regulation's permit application appraisal found as Petitioner's Exhibit No. 10, which is dated June 23, 1980.) After review of the project, in the face of the aforementioned modifications, the Department of Environmental Regulation issued a letter of intent to deny the permit request. This letter of intent was dated September 9, 1980, a copy of which may be found as petitioner's Exhibit No. 11, admitted into evidence. The authority stated for such denial are these provisions of Subsection 258.165(3)(b), Florida Statutes (Supp. 1980), and Rule 17-4.242(1), Florida Administrative Code. Subsequent to the issuance of the letter of intent to deny, a further modification was made on the project increasing the length of the proposed access dock to the presently requested 200 feet. This modification is depicted in petitioner's Exhibit No. 12, admitted into evidence, which shows site plans and other pertinent information related to the project. Another modification to the project which the Petitioner claims is not subject to permit review by the Department of Environmental Regulation, and for which the Department of Environmental Regulation takes a contrary point of view, concerns the use of a grid of nickel-plated copper straps, approximately 40 feet by 40 feet, constituted of a mesh of approximately 1/4 inch in diameter by 1 inch sections to be placed underneath the tower and on the Bay bottom for purposes of grounding the tower. This item was not made known to the Respondent until September 30, 1980, at a time subsequent to the letter of intent to deny. The Petitioner in this action pursues the project on the basis of a joint use agreement entered into with the State of Florida, Department of Transportation, in which the Department of Transportation, in return for the ability to use the radio tower for communications in connection with a surveillance and traffic control system for Interstate Highway-95 and for the ability of the City of Miami, Florida, to use the facility for a tactical communication repeater installation, would grant to the Petitioner the Department of Transportation's rights and opportunities as easement holder in the area where the subject project would be constructed. See Petitioners' Exhibit No. 3, admitted into evidence. The Department of Transportation's rights stem from an easement grant from the Trustees of the Internal Improvement Trust Fund. See Petitioner's Exhibit No. 13, admitted into evidence. The rights of the Petitioner, by assignment from the Department of Transportation, do not relieve Petitioner of the obligation to gain the necessary approval of the Trustees of the Internal Improvement Trust Fund in the person of the State of Florida, Department of Natural Resources for permission to use those submerged lands over which the access walkway and tower would be constructed, notwithstanding any rights and privileges assigned to the Petitioner by the Department of Transportation as easement from the Trustees of the Internal Improvement Trust Fund. This is true because the perpetual easement granted from the Trustees to the Department of Transportation for right-of-way and dredging purposes related to the roadway which is constituted of the Julia Tuttle Causeway and to the adjacent Bay bottoms related to construction and maintenance of that roadway, does not envision assignment of the submerged lands to an entity in the position of the Petitioner, which entity does not have as its purpose the construction or maintenance of the roadway; hence, the necessity to gain permission from the Department of Natural Resources if the access dock and tower are to be constructed on the submerged land of the State. The easement held by the Department of Transportation is specific in nature and does not contemplate the construction of a radio station. (It is not necessary to comment on the question of whether a joint use agreement between the Department of Transportation and Hernstadt as that Department's assignee for rights and privileges bestowed upon the Department from the Trustees based on the easement rights granted on October 2, 1941, would allow the construction of the building of the radio station building which would be at the upland terminus of the access dock which also adjoins the radio tower, the Department of Environmental Regulation having offered no claim for permitting jurisdiction over the radio station building.) The Petitioner proposes to move its radio station from the existing location in Miami Beach because buildings in the general area of the radio station interfere with the radio signal and, in addition, there is interference caused by radio transmissions from Cuba. The terms of the license held by Petitioner on issuance from the Federal Communications Commission limit the movement of the station's transmitter tower to a location no more than four (4) miles from the current location. At the time of the hearing, the Petitioner had not located an alternative tower site, other than the proposed site. As stated before, if the tower were constructed, the State of Florida, Department of Transportation would utilize the tower in its communications network and the City of Miami Fire and Police Departments would likewise desire to use the tower. The Florida Marine Patrol and the Florida Highway Patrol would also be interested in using the proposed tower for communications purposes. The City of Miami Planning and Advisory Board and the City Commission of that municipality would be in favor of the construction of the proposed radio tower. Dade County, Florida, has adopted a Comprehensive Master Plan, copies of which may be found as Respondent's Exhibit No. 19, admitted into evidence. Within that document is a discussion of environmental concerns within the county to include Biscayne Bay and, in particular, concern for protection of environmentally sensitive areas such as Biscayne Bay and an interest by the County to provide a wide range of public water oriented opportunities for the populace. Subsequent to the time of the submission of the permit application, and specifically, in October, 1980, Dade County, through its Metropolitan Planning Department and in conjunction with the Metropolitan Dade County Environmental Resources Management Department prepared a proposed Biscayne Bay Management Plan, a copy of which may be found as Respondent's Exhibit No. 17, admitted into evidence. This plan was approved by the Board of County Commissioners of Dade County, Florida, by an Ordinance, a copy of which may be found as the Respondent's Exhibit No. 18, admitted into evidence. The Biscayne Bay Management Plan encourages the enhancement of public access to the Bay for uses such as fishing, boating, shoreline wading and view in and the preservation and enhancement of the environmental, chemical and aesthetic qualities of the Bay. Furthermore, if the necessary permission could be obtained, Dade County, has future plans to use the subject Julia Tuttle Causeway as a public access to the Bay. The location of the radio tower and associated facilities would interfere with the proposed use by Dade County. The Department of Environmental Regulation, in keeping with Section 403.0615, Florida Statutes, 2/ through a program in conjunction with Dade County is attempting the restoration of the biological and chemical characteristics of the Biscayne Bay. Some of the items included in this program would be enhancement of aquatic vegetation, including seagrasses and mangroves and the promotion of aesthetics and public access to Biscayne Bay, to include the area of the Julia Tuttle Causeway. Radio station WKAT presents public service programs; is a part of the Emergency Broadcasting System and broadcasts emergency information in times of natural disaster. On the question of environmental implications of this project, the placement of the pilings would cause the destruction of certain seagrasses in that area, while at the same time promoting the introduction of marine life along the surfaces of the tower and dock supports. Seagrasses in the area where the grounding system would be placed may be destroyed and although the copper to be used would be nickel plated, thereby inhibiting the release of the toxic properties of the coated copper, eventually the nickel plating would break down and the marine life communities adjacent to the mesh would be harmed by the copper. The loss of seagrasses under the grid could cause a reduction in fish population. The installation of the radio tower and access dock in the Biscayne Bay is an impediment to navigation; however, the Petitioner intends to place channel markers to divert boat traffic away from the tower and its environs. There is no expected difficulty with run-off, discharges or other forms of pollution related to the construction or operation of the tower facility, although there will be some turbidity caused in the construction phases of the project. The project would be located in a State Aquatic Preserve within the meaning of Chapter 258, Florida Statutes; would be located in waters of the State within the meaning of Chapters 253 and 403, Florida Statutes; would be in navigable water within the meaning of Chapter 253, Florida Statutes, end would be in an Outstanding Florida Water within the meaning of Rule 17-4.242(1), Florida Administrative Code.
The Issue Whether FDOT has provided reasonable assurances that the activities it proposes to conduct pursuant to proposed District SWM Permit Application No. 940606-10, WRM Permit Application No. 940606-2-D and modification to ROW Permit No. 2584 will comply with the relevant permit criteria set forth in Chapters 373 and 403, F.S., and applicable rules and criteria promulgated thereunder.
Findings Of Fact THE PARTIES Petitioner, 1000 Friends of Florida (1000 Friends), is a not-for-profit, tax exempt membership corporation, organized and existing under the laws of the State of Florida. The principal office of 1000 Friends is 926 East Park Avenue, Tallahassee, Florida 32314 and it also maintains an office at 3305 College Avenue, Ft. Lauderdale, Florida 33314. Petitioner, Florida Bay Initiative, Inc. (FBII), is an entity incorporated under the laws of Florida with its principal office located at 250 Australian Avenue South, Suite 500, West Palm Beach, Florida 33401. Petitioner, the Florida Keys Fishing Guides Association, is an association of sport fishing guides who live in the Florida Keys and is headquartered at 138 Royal Lane, Islamorada, Florida 33036. Petitioner, Michael Collins, is a private individual. His address is 138 Royal Lane, Islamorada, Florida 33036. Petitioner, Charles W. Causey, is a private individual. His address is Post Office Box 448, Islamorada, Florida 33036. Petitioner, the Florida Keys Concerned Citizens Coalition (FKCC), is a not-for-profit Florida corporation whose address is West Shore Drive, Big Pine Key, Florida 33043. Petitioner, AG Intus, Inc., filed a Notice of Voluntary Dismissal on August 9, 1996. DOAH Case 95-5524, the proceeding filed by Intus, was previously consolidated with the other cases to this proceeding. On August 12, 1996, the Intus case was severed from this proceeding and the Intus hearing cancelled. Respondent, the South Florida Water Management District (the District or SFWMD), is a public corporation in the State of Florida existing by virtue of Chapter 25270, Laws of Florida, 1949, and operating pursuant to Chapter 373, F.S., and Title 40E, F.A.C., as a multi-purpose water management district, with its principle office in West Palm Beach, Florida. Respondent, the Florida Department of Transportation (FDOT), is an agency of the State of Florida. Its District Six address is 1000 N.W. 111th Avenue, Miami, Florida 33172. Intervenor, Monroe County, is a political subdivision of the State of Florida. For the purposes of this proceeding the address for Monroe County is c/o Apgar and Pelham, 909 East Park Avenue, Tallahassee, Florida 32301. The District, FDOT and Monroe County did not object to the standing of the Petitioners at the formal hearing and represented that they will not object to the standing in the event of an appeal. Based on the representations of the Respondents, the Petitioners were not required to put on a case as to their standing. THE THREE PERMIT APPLICATIONS FDOT has applied to the District for a Wetland Resource Management (WRM) permit, a Surface Water Management (SWM) permit, and a Right of Way (ROW) occupancy permit. On June 6, 1994, the Applicant submitted applications for surface water management and wetland resource management permits for the purpose of widening and modifying this 20.4 mile stretch of U.S. 1. The surface water management permit application is identified as Application No. 940606-10. The wetland resource management permit application is identified as Application No. 940606-2-D. On October 24, 1995, the District issued Staff Reports on Permit Application No. 960606-10 and Permit Application No. 94060-2-D. These Staff Reports recommended issuance of the permits subject to general and special conditions as specified therein. An addendum to the staff report was issued November 3, 1995. On September 27, 1994, the Applicant submitted a request to modify its existing ROW Occupancy Permit to enable it to replace the bridge where U.S. 1 crosses the C-111 Canal. The land encompassed by the ROW occupancy permit challenged in this proceeding is located in Section 16 and 17, Township 59 South, Range 39 East, Dade County, Florida. A draft right-of-way occupancy permit with standard limiting and special conditions was produced as part of a package that went to the Governing Board and others. The proposed authorization for use of the ROW is for the following: REMOVAL OF EXISTING U.S. HIGHWAY 1 BRIDGE AND REPLACEMENT WITH A NEW FIXED BRIDGE. PROJECT INCLUDES CONSTRUCTION OF A NEW SERVICE/ACCESS ROAD, 2 DETENTION PONDS, 2 CATCH BASINS, 2-15" R.C.P. OUTFALLS, BOAT RAMP WITH LOADING DOCK, PARKING AREA, PEDESTRIAN GATE AT S-197, FENCING AND WILDLIFE CROSSING ALL WITHIN THE NORTH AND SOUTH RIGHT OF WAY OF C-111 (STATION 938+00 - 955+00). The draft right-of-way occupancy permit modification, identified as “SFWMD PERMIT NO. MOD 2548," should correctly be identified at “SFWMD PERMIT NO. MOD 2584.” The numbers “8” and “4” were inadvertently transposed. STIPULATIONS AS TO APPLICABLE LAW The parties have accurately set forth the applicable permitting criteria and the appropriate Basis of Review in their prehearing stipulation. CRITERIA FOR ROW PERMIT Rule 40E-6.301, Florida Administrative Code, provides, in pertinent part, as follows: In determining whether an occupancy permit should be issued, the District shall consider whether the proposed activity: interferes with the present or future construction, alteration, operation or maintenance of the works of the District; is consistent with the policy and objectives of Chapter 373 F.S., the legislative declaration of policy contained in Section 373.016, F.S. and the state water policy, Chapter 17-40, F.A.C.; has an actual or potential negative impact upon environmentally sensitive areas, which include: wetlands; endangered or threatened species habitat; aquatic preserves; outstanding Florida waters; federal, state and privately owned parks and wildlife management areas; designated areas of critical state concern; lands purchased by federal, state and local governments for the purpose of environmental protection, water resource protection and esthetics; and lands which contain native terrestrial plant species in significant amounts. Environmentally sensitive areas include areas on and off- site that are affected by activities which occur on, or are initiated from, the District’s works; degrades water quality within the receiving water body or fails to meet the provisions of Ch. 373, F.S., the state water policy, and Ch. 40E, F.A.C.; involves a discharge of wastewater from a new wastewater source or an increased discharge from an existing wastewater source; will discharge debris or aquatic weeds into District lands or works or cause erosion or shoaling within the works of the District; is supported by financial assurances, which will ensure that the proposed activity will be conducted in accordance with Chapter 373, F.S., and Chapter 40E-6, F.A.C.; presents an increased liability risk to the District; meets the general and specific criteria in the Basis of Review which is incorporated by reference in Rule 40E- 6.091, F.A.C.; interferes with actual or potential public use of the District’s works or public, recreational or other facilities not within the District’s works; is consistent with local zoning and other private land uses in the area; interferes with the quality or quantity of a public or private water supply; meets applicable criteria in Chapters 40E-61 and 40E-62, F.A.C.; ROW occupancy permits typically have standard limiting conditions which are incorporated as part of the permit. The permit may also have special limiting conditions. CRITERIA FOR PERMITTING THE SWM SYSTEM Rule 40E-4.301(1), Florida Administrative Code, contains the following criteria that, at the times pertinent to this proceeding, were used by SFWMD in determining whether to permit a surface water management system: In order to obtain or modify a permit under this chapter, an applicant must give reasonable assurances that the surface water system: provides adequate flood protection and drainage, without causing over- drainage, will not cause adverse water quality and quantity impacts on receiving waters and adjacent lands regulated pursuant to Chapter 373, F.S., will not cause discharges which result in any violations, in surface waters of the state, of the standards and criteria of chapter 17-302, F.A.C., will not cause adverse on-site or off-site impacts on surface and groundwater levels and flows, including impacts to sources of water supply and wetland hydrology, will not cause adverse environmental impacts, can be effectively operated and maintained, will not adversely affect public health and safety, is consistent with the State Water Policy, chapter 17-40, F.A.C., for a DRI with a signed Preliminary Development Agreement with the Florida Department of Community Affairs, pursuant to section 380.06(8), F.S., provides a surface water management system for that portion of the site approval for development which is able to operate separately from the surface water management system for the balance of the project site and still meet applicable District criteria. meets any applicable basin criteria in chapter 40E-41, F.A.C., will not otherwise be harmful to the water resources of the District, will not interfere with the legal rights of others as defined in subsection 17-40.401(8), F.A.C., is not against public policy, will meet general and specific criteria in the document described in subsection 40E-4.091(1)(a), F.A.C., (0) will meet criteria for isolated wetlands, which are found in Appendix 7 of the document described in rule 40E- 4.091(1)(a), F.A.C., (p) will meet the criteria for above ground impoundments, which are found in Appendix 6 of the document described in rule 40E-4.091(1)(a), F.A.C. The SFWMD has adopted certain procedures and criteria contained in a document, referred to as “Basis of Review for Surface Water Management Permit Applications Within The South Florida Water Management District” (BOR). Subsection 40E-4.091(1)(a), F.A.C. incorporates this document by reference into Chapter 40E-4, F.A.C. The BOR is a document that is “described in subsection 40E-4.091(1)(a), F.A.C.,” within the meaning of Rule 40E-4.301(1), F.A.C. The BOR establishes a rebuttable presumption that water quality criteria are met through specified volumetric retention and detention requirements. These performance based criteria are designed to be flexible. CRITERIA FOR THE WRM PERMIT In 1992 DEP entered into an Operating Agreement with the District, which delegated to the District responsibility for issuing wetland resource management (WRM) permits, which are required for dredge and fill activities in wetlands. Both DEP and the District implement the same wetland resource permit and MSSW permit rules. The District agrees with DEP's interpretation and application of the WRM permitting rules and non-rule policy, and applies the same when issuing such permits. Section 403.918, Florida Statutes (1991), provides the pertinent criteria that must be applied by the District in determining whether to grant or deny the WRM permit. That criteria requires the applicant to provide reasonable assurance that water quality standards will not be violated. In addition, for projects in OFW, the applicant must provide reasonable assurance that the project is clearly in the public interest. THE PUBLIC INTEREST TEST The District is required to balance the following criteria, found at Section 403.918(2)(a), Florida Statutes (1991), in determining whether a project is clearly within the public interest: Whether the project will adversely affect the public health, safety, or welfare or the property of others; Whether the project will adversely affect the conservation of fish and wildlife, including endangered species, or their habitats; Whether the project will adversely affect navigation or the flow of water or cause harmful erosion or shoaling; Whether the project will adversely affect the fishing or recreational values or marine productivity in the vicinity of the project; Whether the project will be of a temporary or permanent nature; Whether the project will adversely affect or will enhance significant historical and archaeological resources under the provisions of s.267.061; and The current condition and relative value of functions being performed by areas affected by the proposed activity. MITIGATION If the applicant is unable to otherwise meet the public interest test, the District shall, pursuant to Section 403.918(2)(b), Florida Statutes, “consider measures proposed by or acceptable to the applicant to mitigate adverse effects which may be caused by the project . . .” The District thereafter re-evaluates the project to determine whether the project, as mitigated, meets the public interest test. The criteria for mitigation is found in Chapters 373 and 403, Florida Statutes, Title 40 E (including the Basis of Review) and Rule 62-312, Florida Administrative Code. Rule 62-312.330, Florida Administrative Code, states the general criteria for evaluating mitigation proposals as follows: The goal of the mitigation proposal shall be to offset the expected adverse impact of the project that have resulted in the project being deemed unpermittable such that the resulting project with mitigation is not contrary to the public interest or, in the case of Outstanding Florida Waters, is clearly in the public interest. Each project must be separately evaluated to determine whether the proposed mitigation is sufficient. Rule 62-312.340, Florida Administrative Code, provides guidelines that are to be used in evaluating proposed mitigation projects. GENERAL DESCRIPTION OF THE PROJECT AREA FDOT proposes to widen a 20.4 mile portion of U.S. 1 in southern Dade County and northern Monroe County. Approximately seven miles of the project area is in Monroe County and approximately thirteen miles is in Dade County. The northern terminus of the project is the intersection of U.S. 1 and Card Sound Road, which is located in Dade County south of Florida City. The southern terminus of the project is the intersection of U.S. 1 and Abaco Road on Key Largo in Monroe County. The corridor of the proposed project passes through Sections 6, 7, 16, 18, 21, 27, 28, Township 59 South, Range 39 East; Sections 24, 25, 36, Township 58 South, Range 38 East; Sections 16, 19, 30, 31, Township 58 South, Range 39 East, Sections 16, 30, 31, Township 60 South, Range 40 East; Sections 25, 26, Township 60 South, Ranges 39 East, Dade and Monroe Counties, Florida. U.S. 1 is the main highway between northern Monroe County and southern Dade County. The only other road between Monroe County and Dade County is Card Sound Road. The Florida Keys is designated as an Area of Critical State Concern, pursuant to Section 380.0552, Florida Statutes. The Dade County portion of the road, north of the C- 111 canal, lies within typical Everglades habitat, which is classified as environmentally protected lands of Dade County. Most of the project corridor in Dade County is part of or adjacent to the Everglades National Park. Valuable wetlands exist throughout the project corridor. The following bodies of water will receive discharges if the surface water management system is permitted: C-111 Canal, Jewfish Creek, Lake Surprise, Blackwater Sound, Barnes Sound, Little Blackwater Sound, Long Sound, Manatee Bay, Sarge Lake, andManatee Creek. The receiving bodies of water are Outstanding Florida Waters (OFWs) or are connected to OFWs. THE EXISTING ROADWAY As it presently exists in the project area, U.S. 1 is a two lane undivided highway with two passing zones that are each one mile in length. Each travel lane on the existing facility is twelve feet wide. The existing shoulder on either side of the road consists of four feet of pavement and six feet of grassed area. FDOT Exhibit 7 accurately depicts the existing roadway typical section. Exotic vegetation, generally limited to the areas immediately adjacent to the highway, exist throughout the project corridor. These exotic species are present because FDOT has failed to properly maintain its right of way. A clear zone is an unobstructed area that includes the shoulder of the roadway and typically extends beyond the shoulder. The purpose of the clear zone is to provide a driver who has lost control of his or her vehicle a sufficient clear recovery area to regain control of the vehicle so that it can be maneuvered back onto the road. The clear zone for the existing road is inadequate to provide a safe recovery area. There is at present a two lane bridge over Manatee Creek, a two-lane bridge crossing the C-111 Canal, a bascule bridge, which is a drawbridge, over Jewfish Creek, and a two lane causeway through Lake Surprise. The two existing passing zones are located in Dade County. The first is south of U.S. 1’s intersection with the C-111 canal between mile markers 113-115. The second passing lane is approximately four miles south of the northern terminus of the project between mile markers 120-122. Each existing passing zone is undivided and consists of two northbound lanes and two southbound lanes, with each travel lane being twelve feet in width. The shoulders in the passing zones are the same as for the typical section. A surface water management (SWM) system is defined by Rule 40E-4.021(5), Florida Administrative Code , as being "the collection of devices, improvements or natural systems whereby surface waters are controlled, impounded, or obstructed.". There is no surface water management system presently associated with the road. The roadbed is elevated approximately five feet above mean sea level according to the National Geodetic Vertical Datum and was constructed on the old railroad bed of the Florida East Coast Railroad. No hydrologic culverts have been placed within the roadbed. Consequently, surface water flow between the eastern and western sides of the road north of the C-111 Canal has been cut off. C-109 AND C-111 CANALS In the 1960's, the C-109 and C-111 canals were constructed as part of an overall water management system in the area. As a result of the roadbed and the canals, water has been impounded on the western side of U.S. 1 at a level higher than on the eastern side. Due to cutoff of waterflow by the roadbed embankment, historic freshwater flow between the eastern and western sides of the project area has been restricted, which has resulted in an adverse impact on the Everglades ecosystem north of the C-111 Canal. The restricted water flow has resulted in less fresh water being available for shorter periods of time. Consequently, aquatic life has had reduced opportunities to develop. The restricted flow also has impeded the ability of aquatic life to reach freshwater areas during times of drought. On the east side of the road marine conditions have displaced what naturally should be freshwater conditions. PROJECT HISTORY While FDOT has been aware of traffic safety and hurricane evacuations concerns on the roadway for a long time, the current project originated in 1986 when Monroe County identified this project as a need in its 1986 Comprehensive Plan. Pursuant to agency practice, the proposed project was incorporated into FDOT's five year work program and a study was performed pursuant to FDOT’s Project Development and Environment (PD&E) Manual. FDOT's PD&E manual describes the process by which FDOT determines whether to construct or improve a road. The PD&E process includes an Environmental Impact Statement (EIS) to analyze existing conditions, assess the need for improvement, and develop alternatives. A Draft EIS is performed and circulated for comment to governmental agencies and the public. Based upon comments and further review a Final EIS is prepared. Metric Engineering ("Metric") began the PD&E study of the project in 1988 pursuant to a contract with FDOT. Metric identified seven factors which it concluded supported the need for the project. First, the improved corridor would improve the linkage between the four lane road at the northern terminus and the four lane road at the southern terminus. Second, the project would improve navigation by replacing the existing bascule bridge at Jewfish Creek. Third, the project would improve the level of service for the road. Fourth, the project would improve the safety of the road. Fifth, the project would improve the clearance time for hurricane evacuation. Sixth, the project was consistent with the long range transportation plans adopted by Monroe County. Seventh, the project would accommodate increased traffic, which can be expected with or without the project. Based on the needs evaluation, Metric performed a corridor analysis to determine the best way to get from Florida City to Key Largo, including improving only Card Sound Road, improving only U.S. 1, or improving a combination of the two. Metric concluded that the best resolution was to improve the project corridor. Metric also analyzed various alternatives in an effort to reduce the size of the typical section of the roadway in the U.S. 1 corridor and thereby minimize environmental impacts of the project. Because of concerns from Everglades National Park that no aspects of the project construction occur within its boundaries, FDOT agreed to conduct all construction east of FDOT's existing right of way line. The conclusions of the Metric studies were memorialized in a Final EIS and Final Engineering Report published in 1992. Conclusions regarding alternatives and project needs were then incorporated into the permit application and have continued to be updated. The 1992 version of the project was for a four lane roadway with four lane bridges throughout the project corridor. Subsequent to its June 6, 1994, permit applications to the District for a four lane roadway, FDOT went through an extensive process of providing the District with additional information in an effort to provide the District with the necessary reasonable assurance that the proposed project would comply with the permit criteria. The final series of modifications contained the three lane alternative, which will be described in detail below and is now the subject of this proceeding. The three lane proposal is a compromise that FDOT agreed to in an effort to minimize the direct, secondary, and cumulative impacts of the project. Monroe County passed Resolution No. 315-1995 on September 7, 1995, asking FDOT to build a three-lane road on a four-lane embankment. This resolution provided, in part, that “. . . Monroe County finds that the '3-lane alternative' as described in the Statement of Agency Commitments is the most viable proposal of those considered, because it balances the needs for a widened highway with safeguards designed to address secondary impacts.” The secondary impacts referred to in the resolution included concerns that two southbound lanes would result in more growth. The rationale behind the resolution was that more growth would result from two southbound lanes than from one southbound lane with the proposed passing zones. In response to the request of Monroe County and in response to a similar request made by the District, FDOT notified the District by letter dated September 5, 1996 of FDOT's decision to redesign the project to change the roadway from four to three lanes. FDOT HAS MINIMIZED THE IMPACTS OF THE PROJECT During the PD&E process prior to permit application FDOT studied project needs and alternative alignments, and conducted corridor analyses. FDOT originally considered a proposal that included approximately 250 acres of wetlands impacts. At the District's suggestion, FDOT revised its proposal prior to the permit application to reduce the wetland impacts and project footprint. The application submitted contained approximately 165 acres of impact. FDOT changed the typical section of the proposed roadway again after substantial interagency coordination in an effort to reduce wetlands impacts even further. FDOT agreed to reduce the footprint by changing the design of the median from 22 feet and a Jersey barrier (which is a minimum barrier) to 20 feet with a tri-beam rail barrier. The more substantial barrier was added because the median was narrowed. Additionally, instead of ten-foot paved shoulders on each side of the median, FDOT would use two-foot paved shoulders with sixteen feet of grass in the middle. These minimization efforts resulted in a wetland impacts decrease from 164 acres to 149.07 acres, the current impact of the project. Avoidance, or choosing alternate routes to avoid impacts to wetlands, was not a possible option because only wetlands and open waters exist between the northern and southern terminus of the project. FDOT explored all reasonable alternatives to the proposed project, including a two lane alternative proposed by a consultant for FBII. As discussed below, FDOT did not adopt the two-lane alternative, because the alternative did not address all of FDOT's identified needs for the project. FBII prepared a report with a two-lane alternative to the proposed project. FBII's original proposal included one 12-foot northbound lane with a 10-foot paved shoulder covered with thermoplastic rumble strips to deter vehicular use of the shoulder. In the southbound direction, FBII proposed a 12-foot travel lane with a 4-foot paved shoulder, essentially the same as currently exists. That proposal was analyzed by Metric Engineering on behalf of FDOT. FDOT rejected the FBII alternative for several reasons. First, though the 10-foot northbound shoulder theoretically may be used by cars during hurricane evacuation, removal of the rumble strips would be impractical due to lack of time to do so under threat of a hurricane, and due to the costs involved. It would be unrealistic to require people to otherwise drive over the rumble strips, without removal, because they are designed to prevent such access. Using the 10-foot shoulder during an evacuation would result in there being no shoulder area to remove accident vehicles from the roadway which would otherwise threaten to restrict the flow of traffic or cease it altogether. The reduced width of the shoulder lane below the standard 12-foot lane would also decrease the flow of evacuees. FBII's proposal for a two-lane fixed-height bridge at Jewfish Creek would not completely eliminate rear-end collisions at the bridge. The two-lane alternative proposed by FBII is not a signed and sealed cross section. The proposal by FBII does not include the area necessary for a SWM system or for clear zones. FBII did not do an analysis to determine whether its proposal complies with pertinent FDOT roadway and traffic design standards or with pertinent highway safety and improvement standards. The FBII proposal does not account for removal of the Lake Surprise causeway or construction related impacts from barge traffic. FBII did not do a wetlands survey to determine the impact of its two-lane proposal. At the Final Hearing, Petitioners presented for the first time a new proposal to use "flexible diverters" to pave a third northbound lane and to block that lane from travel traffic with poles. However, no research was conducted into the feasibility of such a proposal, nor was it adequately thought out. Such a use of "flexible diverters" is unprecedented in FDOT's history, is impractical to implement, and would violate FDOT's design standards contained in its Manual on Uniform Traffic Control Devices. Petitioners also presented for the first time at the Final Hearing a proposal to add an 8 to 10 foot paved northbound shoulder which could be converted to a travel lane with traffic control cones in the event of an evacuation. This plan is also not feasible, because the resulting lanes would not be wide enough to safely accommodate evacuating traffic, and because the contradiction between existing road striping and the placement of cones would likely cause accidents, which would halt evacuation. The proposals submitted by FBII do not sufficiently improve hurricane evacuation or traffic safety and, consequently, are not acceptable alternatives to the project. FDOT can do nothing else to minimize the impacts of the project and still address the needs for the project. Minimization of wetlands impacts was accomplished to the greatest extent possible. FDOT has proposed mitigation to offset the impacts that could not be avoided. THE PROPOSED PROJECT - IN GENERAL STIPULATION AS TO DESIGN AND CONSTRUCTION Petitioners stipulated that the design and construction specifications of the roadway proposed to be permitted in this case comply with all applicable design and construction standards for structural integrity, and adequately describe the three-lane divided roadway proposed to be constructed on a four-lane roadbed/embankment. PROPOSED LANES, SHOULDERS, AND MEDIAN FDOT proposes to widen the roadway in the project area to a three lane divided roadway with two northbound lanes and one southbound lane, plus three passing zones. The proposed project will be constructed on a four lane roadbed embankment. FDOT does not presently have plans to add the fourth lane to this roadway. FDOT Exhibit 8 contains an accurate description of the proposed typical section of the roadway. The typical section will consist of two twelve-foot northbound lanes with a six-foot paved shoulder and a four foot stabilized area adjacent to the paved shoulder; a twenty-foot median consisting of a two-foot paved shoulder, sixteen feet of grass and a tri-beam guardrail in the middle as a separator; and one twelve-foot southbound lane with an eight-foot paved shoulder. The proposed typical section also includes a storm water management system that will be described in more detail below. The proposed typical section includes a clear zone thirty feet in width, which is adequate. THE THREE PASSING ZONES The existing passing zone located in Dade County between mile markers 113 and 115 is one mile in length. FDOT proposes to alter this passing zone to 1.44 miles in length. The existing passing zone located in Dade County between mile markers 120 and 122 is also one mile in length. FDOT proposes to alter this passing zone to 2 miles in length. In addition, FDOT proposes to construct a 1.5 mile long passing zone between mile markers 110 and 112 in Monroe County. If permitted, the proposed project will include 2 passing zones in Dade County and 1 passing zone in Monroe County, for a total of 3 passing zones. The total length of the passing zones will equal 4.94 miles. ELEVATION There are no plans to change the elevation of the existing roadway. HYDROLOGIC CULVERTS The project contemplates the construction of 25 hydrologic culverts north of the C-111 Canal. These culverts will remain capped until further hydrological studies are completed and input from all concerned regulatory agencies can be obtained. It has not yet been determined how these culverts will be utilized to maximize the improvement to the ecosystem north of the C-111 Canal. WILDLIFE CROSSINGS INCLUDING THE C-111 BRIDGE The project contemplates the construction of three wildlife crossings north of the C-111 Canal in Dade County with fencing designed to funnel wildlife through the crossing. These crossing, sometimes referred to in the record as “panther crossings” are located between mile markers 118-119, 122-123, and 126-127 and will be constructed as overland bridges. In addition, the replacement bridge over the C-111 Canal (located between mile markers 116-117 in Dade County) is intended to serve as a wildlife crossing and will also employ fencing to funnel wildlife through the crossing. All four of these structures will be constructed as four-lane bridges, but will be striped for three lanes with rumble strips on the southbound fourth lane to discourage vehicular traffic in that lane. There will be an eight foot outside shoulder. FDOT proposes to construct 18 culverts south of the C-111 Canal for crossings by crocodiles, alligators, manatees, and other wildlife. These crossings will consist of 15 box culverts and 3 bridges. MANATEE CREEK BRIDGE The proposed bridge at Manatee Creek would be constructed as a four lane bridge, but would be striped for three lanes with rumble strips on the southbound fourth lane to discourage vehicular travel in that lane. There would be an eight foot outside shoulder. BRIDGING JEWFISH CREEK AND LAKE SURPRISE Jewfish Creek, which is part of the Intracoastal Waterway, and Lake Surprise would be bridged by a continuous structure. The Jewfish Creek bascule bridge would be replaced by a high-level four-lane fixed bridge. The Lake Surprise causeway would be replaced by a low-level four-lane bridge. The total distance for this bridging is approximately 2.35 miles. AREA OF PROJECT THAT WILL BE OPERATED WITH FOUR-LANES The three passing lanes (4.94 miles) and the bridge over Jewfish Creek and Lake Surprise (2.35 miles) would be operated with four lanes. Those areas total 7.29 miles of the 20.4 mile project corridor. Approximately 43 percent of the proposed roadway would have four lanes of pavement. Excluding the areas where the fourth lane will be blocked from travel with rumble strips, only 35 percent of the completed project will contain four travel lanes. This area consists of the three passing zones and the bridges over Jewfish Creek and Lake Surprise. THE PROPOSED SWM SYSTEM The proposed project would provide for a SWM system consisting of inlets, culverts, swales, berms and dry/wet retention areas. For the typical roadway section, runoff from the paved roadway surfaces will be directed to roadside swales designed to provide retention for 50 percent of 2.5 inches times the impervious area. The SWM system for the bridges will collect runoff in inlets and culverts and direct it to either swales or dry or wet retention ponds. The berms of the SWM system provide additional protection by restricting spills of pollutants, such as petroleum from overturned tankers or other vehicle accidents, from running into the surrounding waters. The berms and swales of the SWM are designed to catch pollutants and prevent their discharge into the surrounding waters. FDOT Exhibit 18 consists of four separate drainage reports submitted to the District in 1995 in connection with the project, one report for each section of the project. The reports accurately document the drainage calculations, the drainage design, the rationale behind the drainage design, and compliance of the design with the laws and regulations of the permitting agencies for the original four-lane proposal. On or about September 5, 1995, FDOT submitted revised drainage calculations to the District, determining the amount of stormwater treatment for the three-lane project. The revised calculations established that at least 95% percent of all stormwater runoff from the project would be captured in the proposed SWM system. Because the swale design was based on the originally proposed four-lane road, retention will be in excess of the required volume for most sections of the roadway. The required retention volume for this project is approximately 166 percent of what is required by the BOR. The surface and subsurface geology of the roadway consists of Miami oolite limestone overlain with Perrine maral. Underlying this is Thompson formation, anastasia and Key Largo limestone. Based on these constituencies, the swales proposed by the SWM system would be effective in rapidly removing heavy metals and phosphorous. The revised calculations established that approximately five percent of the project area will not have a SWM system. These areas will not have a SWM system because properly-sized retention systems in those areas can not be constructed without causing a disproportionate, adverse impact to surrounding wetlands. FDOT has provided reasonable assurances that the proposed SWM system’s total water quality treatment exceeds the District's permitting requirements and provides sufficient treatment to exceed the BOR requirements. The water discharged from the proposed system would be of higher quality than that currently discharged, which is not treated. FDOT has provided reasonable assurances that the proposed SWM system complies with the permitting criteria found in Rule 40E.301(1)(a)-(p), Florida Administrative Code. The following findings are made as to that criteria. Rule 40E-4.301(1)(a), F.A.C. The parties stipulated that Rule 40E-4.301(1)(a), F.A.C., pertaining to flood protection and the adequacy of drainage, is not at issue in this proceeding. Rule 40E-4.301(1)(b), F.A.C. The quality of water being discharged from the SWM system will be of substantially higher quality than the existing discharges. Consequently, it is concluded that the system will not cause adverse water quality impacts within the meaning of Rule 40E-4.301(1)(b), F.A.C. In addition, the evidence established that there will likely be less water discharged from the roadway if the project is constructed because of the amounts of water that will likely be retained in the swales that are a part of the SWM systems. Rule 40E-4.301(1)(c), F.A.C. Because the receiving bodies of water are designated Outstanding Florida Waters, the District is required to apply the DEP's most stringent water quality requirements -- the antidegredation requirements for discharge to OFWs, to this project. Those standards will be discussed in more detail below. The evidence established that the proposed project will not violate those requirements. Rule 40E-4.301(1)(d), F.A.C. Impacts to sources of water are not at issue. The District reviewed the potential effect of the SWM system upon on-site and off-site impacts to surface or groundwater levels and flows. The evidence supports the District's conclusion that no adverse impacts will be caused. Petitioners failed to present any evidence on groundwater levels and flows. Consequently, it is found that the criteria found at Rule 40E-4.301(1)(d), F.A.C., has been satisfied. The 25 hydrologic culverts north of C-111 have the potential to re-establish historic surface water flow in the area. They were sized, based on rainstorm events, to help equalize water levels from one side of the road to the other. The culverts are capable of transferring water from west to east to assist in the historic restoration of flows. In order to assure the proper usage of the culverts, they will remain gated until the District develops a management plan in conjunction with other agencies. The District will determine the maintenance entity. The FKAA water main runs beneath this section of the road. As a result, there is no other more hydrologically efficient alternative for the placement of the culverts. The culverts would also provide a means for overwash from storm events, over the U.S. 1 roadbed, to flow back to its point of origin, stabilizing the roadbed and allowing release of the accumulated salt water. Rule 40E-4.301(1)(e), F.A.C. In addition to providing for a net improvement in water quality, the project will offset any adverse impacts through mitigation and other environmental enhancements for which no mitigation credits are being assigned, as described below. Rule 40E-4.301(1)(f), F.A.C. FDOT has a history of adequate maintenance of SWM systems, and has provided reasonable assurance that it has the staff and budget to comply with District operation and maintenance requirements. FDOT will also be able to comply with the District's requirements to control exotic plants and other foliage along project corridor. Rule 40E-4.301(1)(g), F.A.C. The SWM system will not adversely affect public health and safety. The dispute as to the public interest test focused more on the WRM permitting requirements. Findings as to the public interest test are discussed in more detail below. Rule 40E-4.301(1)(h), F.A.C. The evidence established that the SFM system is consistent with State Water Policy. Rule 40E-4.301(1)(i), F.A.C. This project does not pertain to a DRI and, consequently, this criteria is not applicable. Rule 40E-4.301(1)(j), F.A.C. There are no basin criteria applicable to this project. Rule 40E-4.301(1)(k), F.A.C. The evidence established that the SWM system will not be harmful to the water resources of the District. While there will be adverse environmental impacts caused by the project, those adverse impacts have, as will be discussed in more detail below, adequately offset by mitigation. Rule 40E-4.301(1)(l), F.A.C. This issue was not at issue in this proceeding. Rule 40E-4.301(1)(m), F.A.C. As will be discussed in greater detail in a subsequent section of this Recommended Order, the project is not against public policy. For the reasons set forth in that subsequent section, it is found that the project is clearly in the public interest. Rule 40E-4.301(1)(n), F.A.C. Rule 40E-4.091(1)(a), F.A.C., constitutes the BOR. As discussed in detail above, the SWM system complies with the BOR. Rule 40E-4.301(1)(o), F.A.C. There are no isolated wetlands pertaining to this project. Rule 40E-4.301(1)(p), F.A.C. There are no above ground impoundments, as described in Appendix 6 of the BOR, pertaining to this project. WATER QUALITY - DISCHARGES INTO OFW Because the project will involve discharges into Outstanding Florida Waters, it was necessary for FDOT to establish that the discharges from the SFW system will not degrade those OFWs. The evidence established that FDOT's proposed project complies with and exceeds applicable water quality standards and permitting criteria. There will be no significant degradation of ambient water quality as a result of the project. It is expected that there will be a net improvement in ambient water quality resulting from the proposed project, as opposed to the continued degradation if nothing is done to treat stormwater runoff. In FDOT Exhibit 46, FDOT provided baseline water quality data in the form of STORET data for waters adjacent to the project area. STORET is a centralized repository and database for water quality data throughout Florida. It is Florida's principal source of water quality data. STORET contains the best scientific database on water quality in Florida. The STORET data set forth in FDOT Exhibit 46 provided sufficient evidence on ambient water quality for the waters adjacent to the proposed project. In addition to providing the water quality data in FDOT Exhibit 46, FDOT is required by Special Permit Condition 37 to submit appropriate water quality data in the surrounding waters prior to any construction activities. SFWMD Exhibits 5 and 6 contain amendments to Proposed Agency Action made after the beginning of the formal hearing. These amendments include a requirement that an appropriate water quality monitoring plan be submitted within 30 days of the permit issuance. FDOT has provided reasonable assurances that water quality standards will be met and that there will be appropriate water quality monitoring during construction. DIRECT IMPACTS OF THE PROJECT The proposed roadway design will result in the following direct impacts to wetlands adjacent to the roadway corridor: 1) the dredging of 11,028 cubic yards of material from 2.1 acres, 2) the placement of 1,689,553 cubic yards over 147.0 acres of wetlands, and 3) 6.9 acres of (potential) permanent impact due to shading and 4.1 acres (potential) of temporary impacts from the Jewfish Creek Bridge construction activities to seagrass habitat. In order to determine the project's direct impacts, the area surrounding the project was surveyed to determine the number of affected acres. This was done by using a computer aided design ("CAD") system, and by categorizing the various forms of wetlands and associated flora and fauna into the following communities: mangrove, emergent freshwater, open water, and tidal, consisting of seagrass and non-vegetated bottoms. Using these categories and the CAD system, every square foot of direct impacts were accounted for. The adverse direct wetland and surface water impacts of this project are as follows: 1) 27.83 acres Non- Vegetated Tidal Bottom; 2) 11.27 acres Seagrasses; 3) 46.85 acres Mangroves; 4) 42.35 acres Sawgrass/Cattail/Spikerush; 5) 14.31 acres Shrub Wetlands; and 6) 6.46 acres Open Fresh Water; totaling 149.07 acres. Though some wetlands to be impacted may be of lesser quality, FDOT stipulated that all wetlands to be directly impacted by the project should be considered to be high quality wetlands for the purpose of mitigating the impacts. The impacted wetlands are part of larger wetland systems. Petitioners assert that the District should have required studies as to impacts as to the larger wetland systems. The evidence established that the District appropriately considered the type and location of the wetlands involved so that additional study suggested by Petitioners was unnecessary. Petitioners also assert that impacts to isolated wetlands should have been studied. The evidence established that there will be no such impacts. SECONDARY AND CUMULATIVE IMPACTS RECOGNIZED BY SFWMD In addition to the direct impacts of the project, the District is required to analyze secondary and cumulative impacts. A project's secondary impacts are those that, though outside of the project footprint, are very closely linked and causally related to the project. This is a "but for" test. Secondary impacts are those impacts which, if not for the proposed project, would not occur. Both positive and negative secondary impacts are considered. When there are both positive and negative secondary impacts caused by a project, the permitting agency must consider the severity of the impacts and balance these together with the other factors in the public interest test to determine whether or not the project is clearly in the public interest. WRM statutes, and DEP rules and policies pertaining to those statutes do not regulate growth or traffic increases, per se. Only if such increases are very closely linked and causally related to the project will they be considered. The District identified several secondary impacts that would be temporary in nature since they would occur while the project is being constructed. One is the use of a barge facility, primarily at Jewfish Creek, where the anchoring of the barge may result in temporary impacts to seagrass during construction. This impact is addressed by a component of the seagrass mitigation at Boca Chica, discussed below. Another impact is turbidity associated with the dredge and fill and the barge activities. That issue is appropriately addressed by permit conditions, through the use of turbidity control screens and other techniques. The District also identified secondary impacts directly associated with the project footprint that would be permanent in nature. The removal of the exotic vegetation potentially opens up the areas adjacent to the road north of the C-111 canal to off-road vehicles or four-wheel driving and the potential impacts caused by those vehicles. That impact is appropriately addressed by fencing north of the C-111 canal. When a road is widened, animals have a greater distance to travel back and forth from one side of the road to the other. A wider road exposes such animals to greater risk of being hit by a motor vehicle while crossing the road. That impact is addressed in this project by the fencing, the wildlife crossings, and the wildlife box culverts. The crossings are designed for large mammals and some species, such as the Indigo snake, will likely not use these crossings. The wildlife crossings will not entirely mimic the crossing patterns of all wildlife that need to cross U.S. 1 and will result in some wildlife habitat fragmentation. The fencing that will be erected to funnel wildlife through the crossings will fragment the habitat of some species by altering wildlife crossing patterns and blocking access of some species to certain areas of habitat. The greater weight of the evidence established that any habitat fragmentation should, when compared to existing conditions, be minimal. The District appropriately evaluated the advantages and disadvantages of using wildlife crossing and hydrological culverts and appropriately concluded that there would be a net benefit to wildlife as a result of their construction. The District properly concluded that the culverts, bridges and fencing located south of the C-111 canal, construction of wildlife crossings and fencing north of the C- 111 canal, construction of the hydrologic culverts, and removal of the Lake Surprise Causeway are positive secondary benefits of the project. These benefits should be considered when applying the public interest test. THE FKAA PIPELINE RELOCATION The project requires the relocation of two segments of the existing pipe owned by the Florida Keys Aqueduct Authority (FKAA) around Jewfish Creek Bridge. The segments total approximately 1.5 miles. The District inspected the area where the pipeline will be relocated to assist in determining its impact. The pipeline relocation is a temporary disturbance during construction. It is a small linear facility, which will not generate pollution in and of itself. The pipeline relocation is not expected to result in a violation of State water quality standards. The FKAA is responsible for obtaining the necessary permits for the relocation. Direct impacts to wetlands will occur in a 4 to 5 foot wide strip along the length of the relocated aqueduct. The FKAA has submitted a permit application to the DEP for a permit to relocate the aqueduct. DEP believes that adequate mitigation can be achieved to make the project permittable. Once the FKAA submits an adequate mitigation plan, then relocation of the aqueduct will not be an adverse secondary impact caused by the U.S. 1 project. The permit for the subject project should contain a condition that the FKAA obtain a permit for the relocation of these two segments of its pipeline. THE C-111 BOAT RAMP There is an existing boat ramp designed for small boats to access District canals that is located on the north side of the C-111 canal. As a result of the proposed project, it will be relocated to the southern side of the project. This relocation is a relatively minor project requiring a cut in the canal bank and a fourteen-foot wide slab for the boat ramp. When the District considered the potential impacts associated with this relocation in conjunction with the impact of the proposed project, it was determined to be a relatively insignificant impact in terms of the project as a whole. Relocation of the boat ramp is not expected to result in a violation of state water quality standards. All direct, cumulative, and secondary impacts, whether positive or negative, should be considered in balancing the public interest test. ARE THERE ADDITIONAL SECONDARY AND CUMULATIVE IMPACTS Petitioners assert that there are additional cumulative and secondary impacts that the District failed to consider. Petitioners argue that the project cannot meet permitting criteria if those additional impacts are considered. The additional impacts pertain to additional development throughout Monroe County because of the “rate of growth ordinance” (ROGO), additional development along the project corridor, impacts to the coral reefs of the Keys, impacts to Key Deer, generalized impacts, and impacts from increased number of “day trippers." For the reasons discussed below, it is found that the District has considered all appropriate direct, secondary, and cumulative impacts of the project. The additional impacts that Petitioners assert should have been considered are not causally connected or directly linked to the project. THE RATE OF GROWTH ORDINANCE Monroe County adopted its Year 2010 Comprehensive Plan (the "Plan") to meet the requirements of Chapter 163, F.S. The Plan, adopted May 15, 1993, is unusual in that the County limits future growth based on a carrying capacity analysis of its hurricane evacuation clearance time. No other jurisdiction in Florida, and few others in the United States, have used a carrying capacity planning approach. To implement the carrying capacity limitation, Monroe County determined the total number of dwelling units that could be permitted while maintaining an acceptable hurricane evacuation clearance time of 24 hours. This number of dwelling units, less an allowance for vested development and development in municipalities, was the basis for a ROGO that was adopted by the County in 1992. The ROGO allocates the available units at a uniform annual rate of growth (currently, 255 units per year). The ROGO regulates all proposed new residential buildings, including hotels, motels, and other transient tourist accommodations as well as permanent residences. The number of building permits that Monroe County can issue is, at present, directly related to how rapidly the County can be evacuated in the event of a hurricane. The lower the clearance time, the greater the number of permits that can be issued. The Comprehensive Plan requires that the County be able to evacuate within a 24-hour period. As of March 7, 1995, the hurricane evacuation time for Monroe County was determined to be 21.25 hours.1 The project is expected to reduce by six or seven hours the modeled hurricane evacuation capacity for Monroe County, regardless of whether it consists of three or four lanes. This is because both the three lane and four lane plans provide for two northbound lanes. Because of the rate of growth provisions in county law, this reduction of clearance times results directly in an increase in the number of building permits that the county can issue annually. Under ROGO, Monroe County can, with this project, issue 255 permits each year through the year 2026. Without this project, Monroe County can issue 255 permits each year only through the year 2001. Alternatively, without this project, the county can issue 88 permits each year through the year 2010 if it chooses to issue permits over a longer period of time. Following extensive litigation before the Division of Administrative Hearings in an unrelated proceeding2, the Administration Commission entered a final order on December 12, 1995, that approved approximately 97 percent of the Plan. In addition, the Administration Commission has published a proposed rule to bring the remainder of the Plan into compliance and assure its financial feasibility. The central feature of the proposed rule is a five- year work program, with annual reviews by the Administration Commission. It is likely that the proposed rule will eventually result in the complete revision of the ROGO. The proposed rule provides that Monroe County's annual rate of growth be revised within five years, no later than December 31, 2001, "to establish a rate of growth and a set of development standards that ensure that any and all new development does not exceed the capacity of the county's environment and marine systems." A carrying capacity study will comprehensively assess water quality, habitat protection, and public facility issues to determine the capacity of the Keys to sustain further development. The proposed project is but one of many factors that will be considered in future rate of growth regulations. If the expected revisions occur, it would be speculative to predict what development would be allowed. While the studies are underway the rate of growth will remain at 255 units per year. The rate of growth will be reviewed annually, and may be reduced a minimum of 20% if the goals of the studies are not being met. The DCA has determined that Monroe County’s Comprehensive Plan and its land development regulations are sufficient to prevent or mitigate any potential adverse secondary impacts of the project caused by development. The DCA has consistently supported the proposed project, even in its earlier four-lane configuration, because it was consistent with Monroe County's 1986 Comprehensive Plan, and because the project would improve hurricane evacuation clearance times and improve water quality in the vicinity of the roadway. The 1986 plan supported widening of the roadway to four lanes based on projected travel demand. The DCA prefers the current, three-lane proposal to the earlier four-lane. On September 7, 1995, the Monroe County Commission adopted Resolution 315-1995 in support of the proposed project because "it balances the needs for a widened highway with safeguards designed to address secondary impacts." Lorenzo Aghemo, an expert in comprehensive planning, served as Monroe County Planning Director during the development of the Plan and ROGO. In Mr. Aghemo's opinion, the widening of the roadway to either three or four lanes would generate minimal growth pressure in Monroe County, particularly because the Plan limits the rate of growth. Because the Keys are designated by Section 380.0552, F.S., as an area of critical state concern, the DCA is charged with oversight of Monroe County's Comprehensive Plan, its LDRs, and all development that takes place in Monroe County. Additionally, the Administration Commission may amend Monroe County's plan or regulations by rule (See Section 380.0552(9), F.S.). There is virtually no action that Monroe County can take related to the use of land without review and approval of a state agency. The Administration Commission’s proposed rule demonstrates its intent to revise comprehensively Monroe County's ROGO within five years to ensure that future development does not exceed the capacity of the Keys' environmental resources. It also demonstrates the Administration Commission's intention to closely monitor growth and development in the Keys during the five-year study period. Some of the studies required by the proposed rule are already underway: 1) the DCA has entered into a contract with the ACOE to complete the environmental carrying capacity study; 2) the HRS study of advanced on-site waste water treatment systems is underway; 3) Monroe County is developing the required Marathon central sewer facilities plan; and 4) Monroe County and HRS have begun the cesspit identification and elimination process. Caution should be exercised in relying on this or on any other proposed rule. Likewise, caution should be exercised in relying on changes to ROGO that may or may not occur. It is likely that the present status of the law will be changed in the near future so that future development will be based on environmental carrying capacity as opposed to hurricane evacuation clearance times. However, for the purposes of this proceeding the District should accept the fact that the issuance of future building permits is closely linked and causally related to the project. Consequently, it is found that under the present status of the law, the issuance of additional building permits in Monroe County is closely linked or causally related to the project. MONROE COUNTY LDRS AND DCA OVERSIGHT Although Petitioners established that there is a causal relation between the project and the existing status of the law governing the number of building permits that can issued in the future, the evidence was insufficient to establish at a level above speculation that adverse environmental impacts will result because of the issuance of those building permits. The Monroe County Comprehensive Plan contains land development regulations that govern all development in Monroe County. These regulations are among the most stringent in the State and are designed to avoid or minimize adverse environmental impacts caused by development. All development orders in Monroe County are closely scrutinized by the Department of Community Affairs to ensure compliance with applicable permitting criteria. Those regulations and the DCA’s close scrutiny are intervening factors that break any causal relation between the project and the speculative adverse environmental impacts that the Petitioners assert will be caused by future issuance of building permits by Monroe County. Petitioners failed to establish that the impacts of future development are very closely linked or causally related to the project. Consequently, it is found that such impacts are not secondary or cumulative impacts of the project. DEVELOPMENT ALONG THE PROJECT CORRIDOR A major portion of the area next to the road has little or no development potential because it is either water, land in public ownership, or land slated for public ownership. The areas east of the road are mostly in private ownership, but are primarily submerged lands and mangrove areas. The Crocodile Lakes National Wildlife Refuge is federally owned and is managed by the U.S. Fish and Wildlife Service (USFWS). The Southern Glades lands, located immediately west of the project and Everglades National Park (ENP) in Dade County, have been acquired by the District and are managed by the Florida Game and Freshwater fish Commission (FGFWFC). The Model Lands Basin in Dade County is in private ownership but proposed for public acquisition in the future. The land adjoining the roadway in Dade County is designated as open area or environmentally sensitive. Almost half of the land along Monroe County's portion of the roadway is in public ownership. At least 90% of the land in private ownership is mangroves or wetlands that cannot be developed. The small area of uplands is currently being used by a resort marina which will not be allowed to develop further under the new comprehensive plan. There is very little potential for future development in the project area. The comprehensive plan designation for areas in Dade County are open space, and the ones in Monroe County have the conservation designation. The District's regulatory programs consider areas adjacent to the project as sensitive wetland habitats. Based on the District's regulatory authority and comprehensive plan designation for those lands, which would have to be obtained prior to obtaining a permit for development, it is very unlikely that those lands could be developed. Florida Rock and Sand Co. (FRS) has a permit to mine approximately 1,100 acres of wetlands. As part of its mitigation program, FRS will donate this land to the District once its mining and mitigation projects are complete. The FRS mitigation lands are preserved as a permit condition and will ultimately be transferred to the District. This land will not be developed. In addition, the District established that the U.S. 1 project and the FRS project do not constitute a cumulative impact that the District failed to consider. The evidence established that development along the project corridor will not be a secondary or cumulative impact of the project. IMPACTS ON CORAL REEF SYSTEM The evidence was insufficient to establish a close link or causal connection between the project and the coral reef system. As reflected elsewhere, it is found that there will be no degradation of ambient water quality as a result of the project. Therefore, there is no need to resolve the conflicting testimony as to the present status of the coral reef system. IMPACT ON KEY DEER There are no key deer in the project area. The nearest key deer habitat, Big Pine Key, is approximately 70 miles from the southern terminus of the project. The evidence is insufficient to establish that there is a very closely linked and causally related connection between the project and key deer mortality on Big Pine Key. GENERALIZED IMPACTS The Petitioners presented certain opinion testimony that the Keys cannot be developed in an environmentally sensitive manner because of potential adverse impacts of new development in Monroe County, or new boats operating in the waters of the Florida Keys. The credibility of that testimony need not be evaluated because the evidence was not sufficient to tie those generalized concerns into the specific regulatory criteria of the permitting agency. There was insufficient evidence to establish that those alleged impacts would be very closely linked or causally related to the proposed project. DAY TRIPPERS Induced demand is new travel that occurs solely because additional capacity is added to a highway. Petitioners' transportation experts, Michael Replogle and Robert Morris, testified that FDOT's traffic studies, and FDOT's projected rate of traffic growth of approximately 3 percent annually, are incorrect because the studies do not predict the amount of "induced demand" that would result from the proposed project. Petitioners assert that induced demand would generate an unknown number of people who drive to the Keys for the day from south Dade County, referred to as “day trippers,” will have an impact on the Keys that has not been evaluated. The assertion that this potential impact has not been analyzed is rejected as being contrary to the greater weight of the evidence. Induced demand is accounted for in Monroe County's Long Range Transportation Plan, which was never evaluated by Mr. Replogle or Mr. Morris. The Long Range Transportation Plan was prepared by an experienced traffic engineering consulting firm, Barton-Aschman, using an FDOT- approved traffic demand model, the FSUTMS model, that includes all traffic generators and attractors, and all travel on U.S. 1 on weekdays and weekends. The FSUTMS model does not restrict demand based on the existing road capacity. The model uses an "unrestrained assignment" that incorporates the total predicted trip generation on recreational facilities, hotels, and all other attractors. The Long Range Traffic Plan was used to develop the Monroe County Comprehensive Plan, which takes into consideration the projected increases in traffic and makes appropriate provisions for those increases. FDOT has provided reasonable assurances that it has properly projected the amount of traffic for the project corridor after the project is completed and that the projected increases have been appropriately addressed by Monroe County's Comprehensive Plan. MITIGATION - IN GENERAL For the reasons discussed above, it is found that there are no secondary or cumulative impacts that the District failed to consider. Petitioners also contend that the mitigation proposal is insufficient to offset the direct and secondary impacts recognized by the District. This is a large dredge and fill project that will permanently fill 149 acres of wetlands. The wetlands that will be adversely impacted by the project include OFWs that provide a great variety of functions and serve as habitat for fish and wildlife, including threatened and endangered species. The wetlands are unique and of high quality. Mitigation for direct, secondary and cumulative impacts was considered as part of the permit evaluation. In- kind mitigation is considered to be most effective, but out- of-kind mitigation may be offered by the applicant where it is impractical to conduct in-kind mitigation due to historic changes in the project area or sensitivity of the habitat type for which mitigation is offered. Such mitigation is also appropriate to address regional alteration of an ecosystem, such as the Everglades ecosystem alteration caused by the original roadway embankment. FDOT developed a conceptual mitigation plan that took into account project impacts on the freshwater, marine and estuarine components of the ecosystems involved, as well as the impacts on threatened and endangered species of wildlife which may be affected by the project. FDOT coordinated the plan's development with the National Parks Service, U.S. Fish and Wildlife Service, the Army Corps of Engineers, the National Marine Fisheries Service, the U.S. Environmental Protection Agency, the Dade County Department of Environmental Resources Management, the Florida Game and Fresh Water Fish Commission, and the Florida Department of Environmental Protection. The conceptual mitigation plan evolved as a result of project modifications and agency comments into what is now proposed as mitigation for the project. The current proposal is summarized in FDOT Exhibit 26, consisting of Attachment H to FDOT's SWM and WRM permit applications. The timing of their construction falls into two general categories: mitigation previously permitted and concurrent mitigation. UPFRONT MITIGATION Typically, mitigation is done concurrently with project construction rather than prior to permit issuance. Mitigation is often done afterwards because of construction timing constraints. Here, FDOT applied for and, in May 1994 received, permits to conduct mitigation prior to applying for the permits at issue, with the understanding that performance of these activities does not require the District to issue permits for the proposed projects. A total of 385.22 acres of mitigation has already been completed. The applicant received 203.02 mitigation credits from the District on May 12, 1994, for several mitigation projects that the applicant proposes to apply to the proposed U.S. 1 widening project provided it is approved. Table 2 of Attachment H to FDOT Exhibit 26 sets forth the four mitigation projects that constitutes the up- front portion of the mitigation for the project. This table sets forth the acres mitigated, the conversion factor for the mitigation, and the resulting mitigation credit awarded. The four mitigation activities already authorized are: enhancement of the wetland habitat in the Harrison Tract located adjacent to Barnes Sound within the Crocodile Lakes National Wildlife Refuge on the north end of Key Largo (70.37 acres credit for 252.6 acres of restoration); removal of the spoil mounds on the eastern bank of the C-111 canal east of U.S. 1 located on the District’s ROW (10.65 acres credit); the back filling of the C-109 canal levee located on the District ROW within the Southern Glades Save Our River project (112.7 acres credit); and the removal of the roadside spoil mounds on the west side of U.S. 1 located between C-111 and the Dade Work Camp Road within the District’s Southern Glades Save Our Rivers Project (9.30 acres credit). The mitigation projects pertaining to the roadside spoil removal along U.S. 1, the backfill of the C-109 Canal, and the removal of spoil along the C-111 Canal are similar projects because they each involve existing deep ditches cut through wetlands. When these deep ditches were cut, the spoil material from the ditch was deposited alongside the ditch. This resulted in areas that were previously Everglades wetlands becoming spoil, supporting the growth of exotic species and, for the most part, not exhibiting wetland functions. FDOT is proceeding with the backfilling the C-109 canal located between mile markers 122.5 and 117, and removal of the corresponding spoil mounds created during construction of the C-109 canal. In connection with this mitigation, marsh areas, tree islands and deep water aquatic refugia have been restored. In this area, there has been considerable attraction of wildlife subsequent to restoration, including otters, alligators, and turtles, which could not previously use the habitat because the canal was too deep. Upon completion waterflow between the east and the west will be restored, and the area will be restored to a wetland habitat from its current uplands habitat type. Backfilling of the C-109 canal is part of an interagency effort with the ACOE to restore as closely as possible to natural conditions the flow of water in the C-111 watershed area. C-111 mitigation includes removal of roadside spoil along the C-111 canal to restore the natural condition of the area. The mitigation was devised in coordination with the National Maine Fisheries Service (NMFS), which required mitigation for non-vegetated habitat types. Restoration also includes preserving some spoil areas as islands to maintain habitat for endangered species of plants. When the C-111 spoil mounds are scraped down, the fill will not fill the whole ditch. The ditch will, therefore, be a bit more valuable but will not be completely restored to its former elevation. FDOT will also remove roadside spoil along the west side of U.S. 1, upon which exotic species of plants had grown, and returning the area to its original grade. The Harrison Tract is a known habitat and nesting area for American crocodiles. Its wetlands functions were altered or eliminated by prior development of the land by its original owners. Restoration includes regrading the area to restore its original wetlands functions, including habitat for young and adult crocodiles. FDOT's mitigation of the Harrison Tract also includes restoration of tidal flushing to increase contributions of nutrients and food sources to the surrounding tidal bay system. Crocodiles have been observed using the restored areas. FDOT has installed additional nesting berm habitat, basking habitat and shallow lagoon habitat to promote juvenile crocodile development. The District established that the credit awarded for this mitigation and the conversion ratios utilized for determining this credit were consistent with agency practice and its pertinent rules. FDOT was given a 1:1 credit ratio for areas involving full restoration of wetlands. In other portions of the Harrison Tract mitigation involving restoration of flushing to existing wetlands, FDOT was given not full credit, but credit based on the severity of limitation of the existing wetland functions. Based on this evaluation, mitigation credits were given in a range of a 3:1 ratio for restoration of severely disrupted or non-existent wetlands to a 20:1 ration for restoration of higher quality but not fully functional wetlands. FDOT is being awarded 70 mitigation credits for the 252 acres in the Harrison Tract that are being restored or enhanced. CONCURRENT MITIGATION Based on the mitigation ratios developed by the District, additional mitigation credits were required. Consequently, the project contemplates mitigation that will be undertaken concurrently with the construction of the project in addition to the upfront mitigation. FDOT proposes to earn these additional credits by projects involving creation and/or restoration of emergent vegetation, mangrove and seagrass habitats. FDOT’s proposal to mitigate mangrove impacts with "out of kind" mitigation of emergent vegetation habitats was viewed by the District as being necessary and appropriate because there were no sufficiently large areas of mangrove habitat suitable for restoration. Table 7 of Attachment H to FDOT Exhibit 26 sets forth the four mitigation projects that constitutes the concurrent portion of the mitigation for the project. This table sets forth the acres mitigated, the conversion factor for the mitigation, and the resulting mitigation credit awarded. In addition, the table references certain credit for the placement of the hydrological culverts. As will be discussed later, that credit was withdrawn at the formal hearing. The four mitigation activities that will constitute the concurrent portion of the mitigation plan are: the removal of the Lake Surprise causeway (2.90 acres credit); the scrape down of the Jewfish Bridge approaches (0.67 acres credit); the restoration of the FGFWFC road (10.34 acres credit); and the Boca Chica project (27.17 acres credit) The Lake Surprise Causeway removal mitigation involves 5.26 acres of on-site seagrass restoration and 0.54 acres of unvegetated bottom mitigation through the excavation of 52,220 cubic yards of material. Lake Surprise historically was a shallow tidal lake supporting seagrasses before a causeway was built across the lake over the seagrasses. FDOT proposes to remove the causeway and restore the previous elevation, after which it is anticipated that seagrasses that grow on the east side of the causeway will fully recruit naturally to the excavated area. Removing the Lake Surprise Causeway will establish 5.26 acres of seagrass, for which FDOT received 2.63 acres of on-site mitigation credit based on a 2:1 ratio. Through natural recruitment after removal of the causeway, there is a high likelihood that the entire 5.26 acres will recolonize with seagrass. FDOT minimized the seagrass impacts to the greatest extent possible. The mitigation credit pertaining to Lake Surprise does not include credit for the removal of the causeway itself. This awarded credit is for the restoration of seagrass areas. The mitigation pertaining to the Jewfish Creek Bridge approaches proposes the scrape down of 1.33 acres of existing fill to allow the area to become recolonized with mangroves. Boca Chica is located in southern Monroe County over one hundred miles from the southern terminus of the project. This site was chosen by FDOT as a site for seagrass mitigation project after FDOT reviewed several other potential sites. Two other sites were rejected. The area around the C- 111 canal was rejected because the land proposed for use was in private ownership. Several defunct marinas in Port Bougainville were rejected due to poor conditions not conducive to seagrass growth. Boca Chica was finally chosen as the site because it was a large enough area with light and hydrological flow conditions conducive to seagrass growth. The evidence establishes that the Boca Chica site is the most viable for seagrass mitigation. The seagrasses to be impacted at Lake Surprise are healthy and productive turtle grass, manatee grass and cuban shoalgrass. Turtle grass is considered an extremely valuable “climax community” of seagrasses which hold sediments in place, cleanse water quality, and forms the base of the food chain. It is valuable to sea turtles, manatees and recreationally important fish and shellfish. The cuban shoalgrass that will colonize at Boca Chica is a pioneer colonizer species that grows in disturbed areas. It is not as valuable to the marine system as turtle grass. The Boca Chica seagrass mitigation permit condition proposed to offset impacts to 11.27 acres of seagrass. This will involve the removal of 306 cubic yards of sediment and hydraulically dredging approximately 1,175 cubic yards of spoil material. The proposed permit conditions state that FDOT shall provide future maintenance of the culvert areas to maintain adequate flushing. FDOT will plant 25.92 acres of seagrasses to mitigate for the remaining 8.64 acres of impacts, for a mitigation ratio of 3:1. In addition, 8.46 acres of seagrass will be planted to mitigate for the barren bottom area that will be affected, and 1.62 additional acres will be planted to compensate for any unexpected impacts to Boca Chica based on the necessary improvements. Overall, there will be of 36 acres of seagrass mitigation by FDOT, for which FDOT is receiving 27.17 acres credit. FDOT will also increase the water flow between the east and west lagoons of Boca Chica, and maintain the culverts connecting the two sides, in order to further promote growth of seagrass therein. FDOT is responsible for 80% survival of each acre of seagrass mitigation, as well as monitoring once a year for five years. Based on historical data obtained from Boca Chica during past mitigation efforts, there is a high likelihood that the entire 36 acres of mitigation will survive, and that the remaining 74 acres of the Boca Chica lagoons will experience natural recruitment of seagrass as a result of FDOT's efforts. The FGFWFC access area was built by excavating a ditch, and putting fill on the wetlands and creating a dirt road bed. After the C-109 canal is backfilled, the access road will no longer be needed. The mitigation project will excavate the existing road bed, back fill it into the ditch, thereby recreating the wetlands that were there previously. FDOT will receive 10.34 mitigation credits based on a 1:1 ratio of acres restored. EVALUATION OF MITIGATION There is no mitigation in this permit for any wetland impact beyond the direct loss of the specific 149 acres that will be dredged or filled. Mitigation was provided only for the direct, footprint impacts of the project. None of the up front mitigation involves the creation of wetlands, which entails converting areas that were not previously wetlands or open water and turning them into wetlands. It will likely take between 20 and 50 years for the mitigation areas to achieve full functional value required by the South Florida Water Management District mitigation permit. In the interim, there will be a net loss of wetland functional value. With time, the proposed mitigation has a high likelihood of success. Based on FDOT's past successes in mitigation of construction-related impacts, FDOT is able to comply with permit conditions relating to best management practices associated with the construction of bridges and pilings and turbidity screens around road construction, as well as restoration of seagrasses and mangroves. Petitioners assert that the District erred in determining the credit to be given for the up-front portion of the mitigation. While it is true that the SFWMD Rules do not mention "up-front" mitigation, the District has the authority to consider all aspects of a mitigation project in weighing its relative value. Consulting engineering inspectors have been retained by FDOT to insure that all permitting requirements are met during mitigation and construction, and that the technical special provisions for protection of threatened and endangered species are complied with by FDOT. The proposed permits contain appropriate conditions that require FDOT to monitor and maintain the mitigation areas. FDOT will be responsible in perpetuity for maintaining the tidal flushing connection at the Boca Chica mitigation site. Special permit condition 6 to the SWM and WRM staff reports require wetland and upland monitoring. If wetland and upland monitoring or other information demonstrate that additional adverse impacts have occurred due to this project, FDOT would be required to offset the loss of any additional wetland impacts. MITIGATION IS APPROPRIATE The evidence established that the mitigation projects were fairly and appropriately reviewed by SFWMD and that the mitigation credits were fairly and appropriately awarded. The evidence also established that there is appropriate mitigation for the direct, secondary, and cumulative impacts of this project. ACTIVITIES NOT RECEIVING MITIGATION CREDIT Mitigation credits for the 25 hydrologic culverts north of C-111 were originally included in the permit staff reports. Those mitigation credits were removed in an addendum to the staff reports, introduced as District's Exhibits 5 and 6. These credits were not necessary to offset project impacts. After the staff report was issued, they became a point of contention by the Petitioners because they will not be utilized until a management plan is developed. Since they were not necessary to meet mitigation requirements, the credits were removed from this project. These credits were never included in the mitigation ratios for these permit applications. The addendum removed the 9.6 credits initially contemplated for the culverts. No credit has been awarded for the relocation of threatened and endangered species of plants, such as Joewood and Bay Cedar by FDOT from the C-111, C-109 and roadside spoil mitigation areas. These species have been relocated to tree islands constructed by FDOT on the mitigation sites, or to other areas that would not be impacted by the project. FDOT also was not given mitigation credits for: (1) the wildlife crossings and the fencing that will funnel wildlife through these crossings; (2) installation of pipe culverts north of the C-111 canal and bridges and box culverts south of C-111; and which, in addition to providing a corridor for aquatic species, will increase the tidal flushing of the area; (3) the removal of the Lake Surprise Causeway, which will restore historical hydrological flow between the eastern and western sides of Lake Surprise; (4) FDOT's commitment to improve and maintain the flushing of the west lagoon culverts in Boca Chica (mitigation is in the east lagoon); and (5) FDOT's contribution of $300,000 to assist Monroe County in performing a carrying capacity study for the County. Additionally, FDOT will preserve the Jewfish Creek Bridge abutment, which will be preserved for local historical purposes. FDOT will prepare the Jewfish Creek Bridge pilings for an artificial reef at Long Key during construction. THE PUBLIC INTEREST TEST It is appropriate for the SWFMD to consider, in balancing the public interest test, to consider traffic safety and hurricane evacuation.3 Because of FDOT's expertise in those areas, it is appropriate for the permitting agency to give great weight to highway safety concerns, including hurricane evacuation, presented by FDOT. The application of the public interest test does not involve consideration of non-environmental factors other than those expressly set forth in the statutes such as navigation or preservation of historical or archaeological resources. Specifically, aesthetics, quality of life, the potential for a project to cause increased crime, and school overcrowding are not properly considered within any of the seven factors contained in Section 403.918(2)(a), Florida Statutes (1991). The District concluded that the project is clearly in the public interest based upon consideration and balancing of the following factors: hurricane evacuation improvements, public safety improvements, a SWM system where no SWM system currently exists; wildlife crossings and fencing north of the C-111 canal where no such crossings or fencing currently exist; wildlife box culverts to accommodate crocodiles, alligators, manatees and marine life where no such culverts currently exist; and hydrologic culverts, which have the potential to assist in the restoration of hydrologic flows, and the mitigation projects, both upfront and concurrent. SECTION 403.918(2)(a), FLORIDA STATUTES Section 403.918(2)(a), Florida Statutes, requires the permitting agency to determine “[w]hether the project will adversely affect the public health, safety, or welfare or the property of others." The property of others is not at issue. As discussed below, the evidence clearly established that the project will greatly enhance the safety of the road during normal operations and facilitate evacuation in the event of a hurricane. There will be clear benefits to the public safety as a result of this project. As part of the PD&E process, FDOT, through Metric, prepared "A Safety Evaluation" of the existing roadway. The safety analysis was based on FDOT accident statistics for the years 1983-1988, as well as engineering review of the conditions causing the accidents. Specifically, FDOT based their safety analysis on the following: 1) calculation of the abnormally high accident rate on the roadway based on the rate quality control formula set forth in the FDOT Highway Safety Improvement Guidelines, and approved by the Federal Highway Administration; 2) copies of the actual crash reports filed with the Florida Division of Highway Safety and Motor Vehicles, which provided detail greater than that generally available through FDOT's own accident data reports, and which formed the basis of the collision diagram in the Safety Evaluation (FDOT Exhibits 36; and 3) and its August 1996 update thereto (FDOT Exhibit 41), on-site evaluation and review of the roadway to determine geometrics of the roadway, locations of driveway accesses and side roadways and the degrees at which roadways intersected. Metric prepared an update of the Safety Evaluation for the years 1989-1994, to determine the continuing validity of the Safety Evaluation, as well as to review alternative proposals to the original proposed roadway configuration. In preparing the update, the recent accident data (FDOT Exhibit 37) and the underlying research in the Safety Evaluation were used by Metric Engineering in reaching its conclusions. The Safety Evaluation performed by Metric in 1989 established high accident rates on the roadway based on a detailed segmental analysis of the roadway. In August of 1996, the Safety Evaluation was updated by Metric, which update confirmed the findings of the Safety Evaluation, and further stated that accident frequency on the Monroe County portion of the roadway exceeded the state average accident rate and the abnormally high accident rate for the years 1990 through 1994 (notwithstanding the rear-end accidents occurring at Jewfish Creek). Fatal accidents on the Dade County portion exceed the state average on the same stretch by 37 percent for the same years. The most severe accidents occur on the Dade County portion. The Monroe County portion of the roadway exceeds the statewide average in the abnormally high accident rate four out of the last five years that FDOT studied. The Dade County portion does not exceed the accident frequency or the number of accidents, but the fatality rate in Dade County is much higher than the state average. Presently an abnormally high accident rate exists in three locations along the project corridor, two of which are in the vicinity of the Jewfish Creek bridge. The third location is north of the bridge on Cross Key. Replacing the Jewfish Creek Bridge with the fixed-height bridge proposed by FDOT will substantially increase the safety on the project corridor. The District considered this to be an important positive element in the public interest balancing test. The existing 2:1 slopes of the roadway make it difficult for drivers to recover from running off the roadway, resulting in a greater frequency of this type of accident. Moreover, the existing clear zone is not large enough to overcome the 2:1 slope to allow safe recovery of errant vehicles. As a result, catastrophic crashes occur rather than safe recoveries. Also, as with hurricane evacuation discussed in the following section, actual accidents on the roadway prevent traffic from accessing or leaving the Keys, and also prevent emergency vehicles from rapidly accessing the Keys and a crash site. This occurs because there is little or no shoulder or clear zone along the sides of the road to allow emergency vehicles to efficiently access an accident site, and in the event of a severe, head-on type collision, the roadway is blocked off. U.S. 1 through the project corridor is regarded as so unsafe for travel that Monroe County law enforcement officials call it "death alley." There are many head-on collisions due to the two-lane, no-median alignment. Law enforcement is difficult and dangerous along the roadway, because it has very few areas wide enough to allow law enforcement officials to detain driving violators. It is also very dangerous, for the same reasons, for a driver to pull off the roadway with a broken-down vehicle. High rates of speed and impaired drivers contribute to the accident rates along the project corridor. The efforts of law enforcement to control speeders and drunk drivers is impeded since it is practically impossible for enforcement officers to turn their vehicles around to pursue violators without running a high risk of causing an accident on their own. The project would significantly improve safety on the roadway by reversing the problems identified in the this section, as well as the previous sections of this Recommended Order. The project would virtually eliminate head-on collisions which largely contribute to serious injuries and fatalities along the roadway. The project would also help eliminate problems with emergency vehicle access to accident sites and restoration of service in the event of accidents, and would increase the roadway's level of service as discussed below. Improved level of service was an additional need considered by FDOT during the PD&E process. While the District did not consider the traffic level of service by itself to be weighted as part of the positive public interest criteria in this project, the impacts of resulting congestion are relevant to the public interest consideration of traffic safety as discussed in the foregoing sections. Lower quality level of service, as presently exists on the roadway through level of service F, adversely affects the safety of the roadway. When traffic levels rise, driver frustration increases leading to drivers passing in no-passing zones and potentially resulting in head-on collisions and high-severity accidents. Additionally, due to the narrow shoulders of the existing roadway, accident vehicles pose a threat to and impede normal traffic flow on the roadway. The Highway Capacity Manual set the standards for traffic engineering and is used in all fifty states. The manual classifies the existing roadway as a two-lane arterial rural road. Applying the standards for measuring level of service for two-lane rural roads set forth in the Highway Capacity Manual, FDOT determined that the existing level of service on the roadway is E, which is a very poor level of service that does not meet the established standard of level of service C required by the Highway Capacity Manual. Monroe County uses a speed based method of calculating level of service. Using that method, the level of service for U.S. 1 is at an acceptable level. The parties disagree as to which method of calculating the level of service is appropriate. That conflict is resolved by finding that the method used by FDOT is the appropriate method because of its wide acceptance and long-term use. Traffic volume in the area of the southern terminus of the project is growing at a rate average annual rate of 3.07 percent. In the present condition of the roadway, level of service will degrade to F, or forced-flow conditions, by the year 2006. Even with the improvements proposed by FDOT, the level of service in the northbound direction would improve to level of service B, but the level of service in the southbound direction would remain at level of service D or E due to the single southbound land configuration. Hurricanes pose a serious threat to the safety and welfare of residents and visitors of the Keys. Monroe County is the most vulnerable hurricane-prone area in the United States because it is surrounded by tropical waters, land elevation is low throughout the islands, and the evacuation routes are limited to U.S. 1, an extended route that starts in Key West and runs to the mainland, and Card Sound Road. The greatest potential for loss of life during a hurricane in the Keys is from storm surge. Storm surge is a dome of water near the center of a hurricane which is created by the winds on the water's surface. In a category 3, 4 or 5 storm, the entire land mass in the path of the storm will be inundated. Because of the wind and storm surge associated with hurricanes, the best response to a hurricane warning in the Keys is to evacuate people to the mainland away from the water and the storm surge threat. Accordingly, Monroe County orders a mandatory evacuation in a category 3, 4, or 5 hurricane, and no shelters are opened. There is little or no disagreement as to the vulnerability of the Keys to hurricanes or as to the danger posed by a hurricane. There is disagreement as to whether the proposed project is needed for improved hurricane evacuation. The conflicting evidence in this regard is resolved by the following findings, which are based on the more credible, substantial evidence. The existing road does not have sufficient hurricane evacuation capacity to meet the present and projected future needs of Monroe County residents and visitors. In current hurricane evacuations, the two northbound lanes on U.S. 1 between mile marker 90 and 106 are split at Key Largo. Sixty percent of the traffic is directed up the northbound lane of U.S. 1; forty percent of the traffic is diverted onto the northbound lane of Card Sound Road. One southbound lane of U.S. 1 and Card Sound Road must remain open for emergency vehicles to reach an accident or a disabled vehicle, or to bring emergency supplies into the Keys. Improving the roadway is critical to the success of Monroe County's hurricane evacuation plan. FDOT relied on hurricane evacuation and needs modeling performed by Monroe County and the ACOE to confirm the need for improvements. All of the models used indicated that the project corridor is the controlling roadway segment for improving hurricane evacuation of the Keys. Additionally, FDOT relied on the Lewis Report of January 15, 1993, a study commissioned by the Governor of Florida. Recommendation No. 17 of the Lewis report recommends that FDOT expedite the design and construction of the project, which is viewed as being critical for increasing the rate of emergency evacuation. Dr. Robert Sheets, former director of the National Hurricane Center, testified that the failure to make improvements to the roadway would be "unconscionable." Dr. Sheets and Billy Wagner, the Director of Emergency Management for Monroe County, presented very compelling and very persuasive testimony that this project is essential for hurricane evacuation purposes. The proposed project is the minimum transportation improvement that will achieve a significant improvement in evacuation safety and clearance time. With the present two- lane configuration and narrow shoulders, evacuating traffic would be halted completely by a vehicle breakdown or an accident blocking one lane. Replacement of the Jewfish Creek Bridge will also facilitate the hurricane evacuation need for the project. In addition to improving the rate of evacuation, the project will make an evacuation safer. Emergency personnel cannot reach accidents on the roadway during an evacuation because, in certain segments, no roadbed exists adjacent to the northbound lane. A second northbound lane and wider road shoulders would enable disabled vehicles to be serviced and removed from the highway. The proposed changes to the road would improve emergency vehicles' access to an accident scene. The elevation of the roadway at Lake Surprise is so low that it can be flooded easily by a storm. The proposed project would replace the existing muck bed of the roadway with more stable material. The existing roadway is subject to settling and washout during storm events, which reduce the safety of the roadway itself and reduce the evacuation capacity of the roadway. If washout occurs, moving equipment to the islands for recovery efforts following a hurricane will be difficult or impossible. The proposed project will prevent erosion and reduce the effects of storm surge and wave action on the road during a hurricane. When the project has been completed, three lanes of evacuating traffic, two lanes from U. S. 1 and a third from Card Sound Road, will converge at Florida City. Representatives of FDOT, the Monroe County Sheriff's Department, the Florida Department of Law Enforcement and Monroe County Emergency Management have planned to manage the northbound traffic when it reaches Florida City during an evacuation. Several feasible alternatives exist, but additional planning is needed to prevent a monumental bottleneck at the northern terminus of the project. While it is clear that this project will not resolve all problems that exist as to hurricane evacuation, it is also clear that this project is essential to improve hurricane evacuation. SECTION 403.918(2)(a)2, FLORIDA STATUTES Section 403.918(2)(a)2, Florida Statutes, requires the permitting agency to consider “[w]hether the project will adversely affect the conservation of fish and wildlife, including endangered species, or their habitats.” The District considered the effect of the direct loss of dredging and filling 149.07 acres of wetland. As set forth in previous sections, it is found that this loss will be offset by the mitigation. For use during construction of the project, FDOT will adhere to technical special provisions and special permit conditions 9 through 13 to protect manatees, crocodiles, alligators, indigo snakes, marine turtles, and valuable trees, palms and other wildlife, to minimize or preclude any impacts to those species. Additionally, any osprey nests around the Jewfish Creek Bridge area at the time of construction will be relocated by FDOT if necessary. As part of the development of the FEIS, as required by the Federal Highway Administration under the National Environmental Protection Act, FDOT obtained official letters of concurrence from the USFWS and NMFS that the project would cause no adverse impacts to endangered species under section 7 of the Endangered Species Act. That process also established the project's consistency with Florida Coastal Zone Management Program, as determined by the State Clearinghouse within the Office of the Governor, in coordination with DEP, the Department of National Resources and FGFWFC. The project also contains provisions to impact positively or enhance the conservation of fish and wildlife, including threatened or endangered species and their habitat, as described below. These were positive factors that further helped neutralize and offset the 149.07 acres of direct impacts. In addition, FDOT is required to evaluate the effectiveness of the fencing along the entire project corridor, discussed below, and report to the District on that effectiveness. If the District determines that the fencing could be more effective, it may require FDOT to implement those suggestions. South of the C-111 canal, construction of box culverts and bridges addresses impacts to the American crocodile, a listed endangered species. Problems were identified with placement of existing culverts, which did not provide enough clear space and which caused the crocodile to cross over the roadway rather than through the culvert. To address this problem, 15 larger box culverts and three bridges will be placed within the roadway. These provide the necessary clear space to allow the crocodile to safely pass under rather than over the road. The location of the box culverts was chosen by reviewing crocodile mortalities associated with road crossings. Placement of these box culverts and bridges will also improve the hydrological flow of water within the project area, provide a crossing area for manatees, and allow greater dispersal of the crocodile population throughout Florida Bay. Species expected to use these box culverts include aquatic and aquatic water dependent species in the area. They were primarily targeted for crocodiles, alligators, and manatees, but certain fishes, turtles, frogs and other species in the wetlands along the project corridor will utilize the culverts. The box culverts will have 100 feet of wingback fencing extending north and south of each culvert. The intent of the wingback fencing is to funnel wildlife into the box culverts. Intermittent or wingback fencing is appropriate south of the C-111 canal for two primary reasons. First, the animals which will be guided into the box culverts are aquatic dependent. The area south of the C-111 canal is primarily water, washed mangrove areas and tidal creeks. Crocodiles tend to move in tidal creeks. Second, it was not possible to ensure continuous fencing along all portions of the project south of the C-111 canal because there are existing businesses. It could not be assured that these businesses would keep a gate closed. The project originally proposed continuous fencing alongside the road where it abuts ENP. Continuous fencing was initially proposed because the initial application included a solid concrete barrier down the median of the road. If a crocodile did enter the road from the side with discontinuous fencing, after crossing one lane the crocodile would hit the barrier, but then easily find its way back to the area it came from. However, the project was later modified to include a tri-beam barrier because it lessens the footprint of the project and thereby lessens the wetland impact. Since the current application does not include a continuous barrier down the middle of the road, if a crocodile enters the road it would cross the tri-beam barrier, go across another lane of roadway before hitting a continuous fence. The animal would then run up and down that fence with nowhere to go except back across the road again. This would increase their exposure to a road kill. With the installation of bridges and culverts along the southern portions of the project corridor, there is no need for continuous fencing because aquatic wildlife, such as the American crocodile, will tend to follow the flow of water through the culverts rather than climb over the roadway. The FGFWFC and ENP oppose continuous fencing and prefer intermittent fencing south of C-111 canal since the project now includes a tri-beam barrier. Positive benefits also include construction of panther crossings at four locations north of the C-111 canal to account for impacts to the Florida panther, a listed endangered species, in the vicinity of the project, along with continuous fencing on both sides of the road north of the C- 111 canal. The crossings will be placed at locations that show historical use by wildlife, including areas at the Dade County Correctional Institute access roadway, the water control structure on the C-109 canal, and the berm of the C- 111 canal. The wildlife crossings are indicated by blue dots on FDOT's Exhibit 1. FDOT underwent years of extensive coordination with the environmental regulatory and resource agencies to design a project that would accommodate their ecosystem management plans. The location of the wildlife crossings was based upon radio telemetry data, collected from radio-collared panthers, and their typical corridor movement. The location was further chosen based on input from the USFWS and the FGFWFC. The continuous fencing north of the C-111 canal will prevent wildlife from crossing the road, and instead force them to use the wildlife crossings. The crossings were designed for panther use, the panthers being the shyest animal in the area. If panthers can be accommodated, then other threatened and endangered species and other wildlife are expected to use them. DOT studies of the effectiveness of wildlife crossings, with fencing, including crossings installed on Alligator Alley, establish that wildlife will use the crossings, both singly and in groups, and that the crossings substantially reduce, if not eliminate, automobile- related mortality of wildlife. Documented wildlife include panthers, wild turkeys, wading birds, alligators, deer, bobcats, black bears and raccoons. SECTION 403.918(2)(a)3, FLORIDA STATUES Section 403.918(2)(a)3, Florida Statutes, requires the permitting agency to consider “[w]hether the project will adversely affect navigation or the flow of water or cause harmful erosion or shoaling.” The replacement of the bascule bridge at Jewfish Creek with a 65-foot high fixed-height bridge will be a benefit to navigation. Because Jewfish Creek is part of the intracoastal waterway, the existing bridge has to be frequently raised or lowered to accommodate marine traffic. Because of the age of the existing structure, frequent breakdowns have been experienced. Marine traffic is stopped or delayed if the bridge cannot be raised or if there is a delay in raising the bridge. Vehicular traffic is stopped while the bridge is raised. Regarding the flow of water, the project incorporates wildlife box culverts and bridges, which will improve tidal flushing and the flow of water south of the C- 111 canal. The District considered this to be a positive consideration under the public interest test. The 25 hydrologic culverts north of the C-111 canal were also a positive factor in the test because the culverts provide future water management capability. Erosion and shoaling are neutral factors in the public interest test because the permit conditions contain a plan to control erosion and shoaling during construction and to provide for road stabilization after construction. In addition, there is a positive factor regarding shoaling in that the roadway area now has a lot of storm action, causing problems with erosion on the side of the road. The project provides for road stabilization, which is a neutral to positive factor in the public interest test. SECTION 403.918(2)(a)4, FLORIDA STATUTES Section 403.918(2)(a)4, Florida Statutes, requires the permitting agency to consider “[w]hether the project will adversely affect the fishing or recreational values or marine productivity of the project.” A positive factor pertaining to marine productivity is the box culverts and bridges south of C-111, which will allow marine species to travel beneath the road to access the water on both sides of the road. Removal of the causeway along Lake Surprise opens that water body back up to one contiguous system, which is also a positive factor. The seagrass mitigation addressed in previous sections will also improve marine productivity and provide habitat for fish. SECTION 403.918(2)(a)5, FLORIDA STATUTES Section 403.918(2)(a)5, Florida Statutes, requires the permitting agency to consider “[w]hether the project will be of a temporary or permanent nature.” The project is permanent, though some construction impacts are temporary in nature. Once temporary impacts have ended and the project is complete, the project will be a positive benefit, because of the construction of the SWM system, culverts, animal underpasses and other benefits as set forth above. SECTION 403.918(2)(a)6, FLORIDA STATUTES Section 403.918(2)(a)6, Florida Statutes, requires the permitting agency to consider “[w]hether the project will adversely affect or will enhance significant historical and archaeological resources under the provisions of s. 267.061.” This factor is not at issue. SECTION 403.918(2)(a)7, FLORIDA STATUTES Section 403.918(2)(a)7, Florida Statutes, requires the permitting agency to consider “[t]he current condition and relative value of functions being performed by areas affected by the proposed activity.” A percentage of wetlands immediately adjacent to the road are impacted by exotic vegetation. Areas further out are part of a significant wetland ecosystem and are considered high quality. This project contains an exotic control program within FDOT's right of way, which is a positive consideration in the public interest test. Wetlands are currently receiving untreated storm water, which runs off the road immediately into the adjacent wetlands and water bodies without treatment. The project will include a SWM system where none currently exists as is detailed in the previous sections. This is a positive factor in the public interest test. The direct impacts of the project on 149 acres of wetlands alongside the roadway is not as large or significant as the impact caused by placement of the original embankment and resulting cut off of the eastern and western portions of the Everglades north of the C-111 canal. Overall, the concurrent and upfront mitigation efforts of FDOT are of regional significance and benefit to Everglades ecosystem by helping to repair the damage caused by the original embankment. THE PROJECT IS CLEARLY IN THE PUBLIC INTEREST The District appropriately weighed all considerations in determining that the project is clearly in the public interest. The greater weight of the competent, credible evidence established that the project is clearly in the public interest. RIGHT OF WAY PERMIT APPLICATION The land encompassed by the ROW permit has been properly adopted as a "work" of the District, requiring District authorization via a ROW Permit Modification to FDOT. The District's real property interest in the C-111 ROW applicable to the ROW permit modification consists of both fee simple and easement interests. The evidence is clear that DOT's application for the permit modification was thoroughly reviewed by the District, consistent with the District's established ROW permit review process. The District presented uncontroverted evidence and expert testimony to establish by a preponderance of the evidence that issuance of the permit modification to FDOT is consistent with all applicable District statutes, rules and other criteria, including the District's conditions for issuance of ROW Permits set forth in Rule 40E-6.301, F.A.C. FBII offered no evidence or testimony to the contrary. FUTURE MODIFICATIONS Modifying the project at a later date to pave a second southbound lane would require a District ERP permit. The addition of impervious surface triggers the District's SWM jurisdiction in this regard. However, FDOT established that that it had no current plans for further widening. The permit conditions require secondary and cumulative impacts associated with the increased capacity be addressed in accordance with the rules and criteria in effect at the time of any application for future widening. In addition, the permits require that FDOT must comply with any more stringent water quality criteria in effect at the time of any future widening. MODIFICATIONS AT THE FINAL HEARING At the Final Hearing, the District issued an Addendum to Staff Report for each of the SWM and WRM permits. The amendments made non-substantive changes to the District's staff reports regarding fencing along the roadway, performance of a study of fencing on the roadway by FDOT, water quality sampling along the roadway, assignment of mitigation credits, and other technical changes in wording for purposes of clarification. The changes set forth in the District's Exhibits 5 and 6 do not create impacts to the environment beyond those addressed elsewhere herein.
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 that issues the three permits challenged in this proceeding (SWM Permit No. 940606-10, WRM Permit No. 9460606-2-D, and ROW Permit No. 2584) subject to the conditions contained in the staff reports on the SWM permit application and the WRM permit application and subject to the additional permit conditions reflected by District Exhibits 5 and 6 and by the Findings of Fact pertaining to the permit for the relocation of the FKAA pipe. DONE AND ENTERED this 11th day of April, 1997, in Tallahassee, Leon County, Florida. ___________________________________ CLAUDE B. ARRINGTON Administrative Law Judge Division of Administrative Hearings Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (904) 488-9675 SUNCOM 278-9675 Fax Filing (904) 921-6847 Filed with the Clerk of the Division of Administrative this 11th day of April, 1997.
The Issue The issue to be determined is whether Petitioner Cargor Partners VIII – Long Bar Pointe, LLLP (“Cargor”) is entitled to an award of attorney’s fees pursuant to section 57.105, Florida Statutes (2017).
Findings Of Fact Notice On February 17, 2017, the attorney for Cargor sent Joseph McClash a letter on law firm stationary. In the first paragraph of the letter it states, “Please allow this letter to serve as notice of Cargor’s intent to seek relief pursuant to Section 57.105, Florida Statutes (the “Statute”) against you, individually as qualified representative, and the named Petitioner.” Cargor sent an email to McClash on February 28, 2017, reminding McClash that “the 57.105 deadline is March 10, 2017.” McClash referred to a motion for attorney’s fees that he received on or about March 13, 2017, but the motion was not shown to the Administrative Law Judge nor introduced into evidence. On April 5, 2017, the same day that McClash voluntarily dismissed the petition for hearing in DOAH Case No. 17-0655, Cargor filed with DOAH its motion for attorney’s fees under section 57.105. Contested Claims The renewal of a FDOW is governed by section 373.421(2), Florida Statutes, which states in relevant part that the FDOW shall be renewed “as long as physical conditions on the property have not changed, other than changes which have been authorized by a permit pursuant to this part, so as to alter the boundaries of surface waters or wetlands.” If the boundaries of wetlands or other surface waters have been altered without a permit, the FDOW cannot be renewed and an application for a new FDOW is required. The SWFWMD reviewer explained in a letter requesting additional information from Cargor: Please be advised that letters of exemption do not qualify as permits issued under Part IV of chapter 373, F.S. and therefore if work has been done on the site that has altered the wetlands or other surface water boundaries in association with a letter of exemption, a new formal determination application will be required. McClash claims Cargor did not qualify for the renewal of its FDOW because Cargor altered the boundaries of surface waters or wetlands on its property after the 2011 FDOW was issued and the some of the alterations were made pursuant to letter of exemption. In its February 17, 2017, letter to McClash, Cargor set forth six grounds for Cargor’s contention that McClash’s petition for hearing should be withdrawn. The first three grounds were described in Cargor’s letter as follows: The Formal Determination of Wetlands and Other Surface Waters, dated December 28, 2016, which is the subject of this Proceeding, does not authorize any construction activity. Consequently, no standing to challenge is or could be properly presented. There is no injury in fact and no one is in immediate danger of a direct injury from the issuance of the Formal Determination of Wetlands and Other Surface Waters, dated December 28, 2016, as of the date and time of filing the Petition in this Proceeding. Consequently, no standing to challenge is or could be properly presented. The Formal Determination of Wetlands and Other Surface Waters, dated December 28, 2016, is not a permit, license, or authorization. Consequently, no standing to challenge is or could be properly presented by an association. These were issues of law and they were decided against Cargor in an Order dated February 28, 2017. The fourth and fifth grounds described in Cargor’s letter involve the central issue in the case: Changes in the land have been previously authorized by the Southwest Florida Water Management District (“SWFWMD”) pursuant to existing and final permits including (i) SWFWMD ERP No. 43040157.001, dated August 6, 2014, (ii) SWFWMD CONCEPTUAL ERP No. 49040157.002, dated September 4, 2015, (iii) SWFWMD ERP No. 4304157.003, dated March 31, 2016, and (iv) SWFWMD Notice of Qualification for Permanent Farming Exemption, dated August 30, 2016. Changes in the land are authorized by the identified permits and authorizations. All changes in the land have occurred pursuant to the identified permits and authorizations. Allegations to the contrary are simply false and are not supported by material facts. In 2015, Cargor was issued a “Conceptual ERP” permit, which describes, among other things, planned modifications to some agricultural ditches. However, the conceptual permit does not allow the commencement of construction activities. On August 30, 2016, SWFWMD issued to Cargo a Permanent Farming Exemption, pursuant to section 373.406(13), which authorized Cargor to excavate three agricultural ponds in uplands. In its application for the exemption, Cargor also proposed to modify some agricultural ditches. On March 31, 2017, SWFWMD issued Cargor an ERP Individual Construction Major Modification, which, among other things, authorized work in ditches. This permit was issued just before McClash’s voluntary dismissal and, therefore, could not have authorized the changes on Cargor’s property that McClash described in the petition for hearing. Before filing his petition, McClash consulted with a wetland scientist, Clark Hull, about the merits of McClash’s proposed challenge to the FDOW renewal. Hull gave McClash an affirmative response, but his input was speculative because it was based on assumptions and representations that Hull had not investigated. McClash consulted with another wetland scientist, Pamela Fetterman, who conducted an “aerial, desktop review of publically available Geographic Information Systems (GIS) data.” Fetterman described her initial review as an evaluation of potential undelineated wetlands and other surface waters. The Administrative Law Judge ruled that the delineation approved by the 2011 FDOW became final and could not be challenged by McClash. McClash then asked Fetterman to review changes in physical conditions on the property that occurred after the FDOW was issued. Fetterman produced a report (McClash Exhibit R-6), in which she opined that the changes to physical conditions on Cargor’s property “have a high likelihood of affecting the previously delineated landward extent of wetlands and other surface waters.” She stated further: [C]hanges in physical conditions of the property took place prior to issuance of the [FDOW renewal] as purported “exempt agricultural activities”, and include ditch dredging alterations to delineated other surface waters. . . . A Permanent Farming Request for Exemption Confirmation letter was applied for on August 23, 2016 for construction of these ponds and modification of existing ditches, some of which were determined to be jurisdictional other surface waters by the subsequently re-issued [FDOW]. At the final hearing on fees, neither McClash nor Cargor made clear to the Administrative Law Judge: (1) the physical changes to the property that were alleged to be authorized by permit, (2) the physical changes that were alleged to be authorized by exemption, or (3) any physical changes that were alleged to be unauthorized. The sixth ground described in Cargor’s letter is as follows: The picture attached to the Petition as set forth in Paragraph 9, and the stop work allegation set forth in Paragraph 10 are irrelevant and have no factual relationship to any issue in the proceeding. Since any changes in the land have occurred pursuant to identified permits and authorizations, the allegations are simply false and/or intentionally misleading. It is not a basis for an award of attorney’s fees under section 57.105 that an irrelevant photograph was included in a petition for hearing. Moreover, the aerial photograph in McClash’s petition was relevant in this case because it showed the physical conditions of Cargor’s property. In the petition, McClash states that Manatee County issued a stop work order on November 16, 2016, for construction activities commenced on Cargor’s property without a County- approved erosion control plan. This allegation also pertained to physical changes to the property. All evidence about physical changes was relevant in determining whether Cargor was entitled to renewal of the FDOW. Fees Cargor claims fees based on 48.4 hours of attorney time (Edward Vogler) at an hourly rate of $410, and 3.6 hours of attorney time (Kimberly Ashton) at an hourly rate of $385, for a total of $21,230.00. The fees Cargor is seeking include the hours spent on legal issues raised by Cargor that were rejected by the Administrative Law Judge. These fees amount to at least $1,025. See Cargor Exhibit 1, Invoice entries for February 20, 2017. Cargor’s attorney testified that the fees are reasonable. Cargor did not call an expert witness to corroborate the reasonableness of the hourly rate and the reasonableness of the hours expended.
