The Issue Whether Petitioner Ross has standing to challenge the issuance of the WUP? Whether the District should approve the Application and enter a final order that issues the WUP?
Findings Of Fact The Parties Petitioner Ross Petitioner Ross is a resident of Pinellas County, (referred to by him at hearing as "the most urbanized county in the State of Florida"). Besides residing there, Petitioner Ross operates a farm on his property in the County. The City's experts reasonably projected and mapped a 0.5 foot drawdown contour surrounding the well field that is the subject of this proceeding. The contour defines "the cone of depression" associated with the well field. See Tr. 136. Mr. Ross' property is outside the cone of depression, to its south and west. The overall groundwater gradient in the area of the well field is from the east to the west. The water pumped from the well field does not pull water from the west because the pumping withdrawal will not reduce the potentiometric surface gradient enough to reverse the current gradient. Mr. Ross' property and the well on his property are "way outside," tr. 138, the well field and the 0.5 drawdown contour surrounding the well field. Based on the amount of drawdown reasonably projected by the well field, the effect on Mr. Ross' property could not be measured because it would be so slight. If the water in his well were to rise after the WUP is implemented, it would be impossible to tell whether the water rose "because the pump's turned off or because it rained the day before." Tr. 163. The District The District is the administrative agency charged with the responsibility to conserve, protect, manage, and control the water resources within its geographic boundaries. The District administers and enforces chapter 373, and the rules promulgated pursuant thereto. Among those rules are those that relate to the consumptive use of water found in chapter 40D-2. The City The City of Tarpon Springs is the applicant for the WUP that is the subject of this proceeding. The City's application seeks to modify an existing permit. The Existing Permit The City has an existing Water Use Permit (the "Existing Permit") from the District. Originally granted in 1976, it allows for withdrawal of fresh groundwater for public supply. The Existing Permit was last renewed in October of 2005 for a ten-year period. It expires in October of 2015. Under the Existing Permit, the withdrawal capacity is 1.38 million gallons per day annual average and allows for seven production wells. The Application and its Modification The City submitted the Application in July, 2008. The Application at that time was for 25 wells in a brackish water well field for a proposed brackish groundwater reverse osmosis plant that the City plans to build. The City's intent originally was to apply for a permit separate from the Existing Permit.1/ In September of 2009, however, the City requested that the Application be considered a modification of the Existing Permit. In honoring the request, the District changed the number assigned to the Application to "20000742.010."2/ The Application was also modified with regard to the number of production wells in the brackish well field. The number was reduced from 25 to 22, "due to land acquisition efforts indicating that the maximum number of wells . . . required for the project would be 22." Tr. 54. The Application contains an introduction that summarized the City's water supply system and its water supply plans, a completed Individual Water Use Permit Application form, a completed Public Supply Supplemental form, and an Impact Analysis Report (the "Report"). The Report states that the ground-water flow model "MODFLOW"3/ was used to perform the impact analysis. Assessment of average annual and peak month withdrawal impacts in the Upper Floridan and surficial aquifers used the SWFWMD District Wide Regulation Model Version 2 ("DWRM2"). One of the enhancements the DWRM2 offers over earlier model versions is "integrated focused telescopic mesh refinement (FTMR) which allows the model grid user to refine the model grid spacing to focus on specific areas within the District."4/ The Report included the FTMR model grid, total drawdown scenarios in the Upper Floridan Aquifer and the surficial aquifer, and a peak month drawdown scenario. The Application also included a summary of the regional hydro-geology, a summary of the City's wastewater system, a description of the City's potable water supply, an historical operating protocol and a proposed well field management plan for the City's new brackish water well field, a service area and well field location aerial, a table showing the general hydrostratigraphy in northern Pinellas County, a summary of seasonal fluctuations which addressed the conditions for issuance of a permit as set forth in rule 40D-2.381, a summary of the City's reclaimed water system, well location maps, wetland maps, Water Use Permit maps and schedules, the City's well field protection ordinance, maps pertaining to the proposed service areas, a water conservation letter, and water conservation information. The 22 new production wells in the brackish water well field will provide enough water once treated at the proposed reverse osmosis membrane treatment plant to enable the City to supply the anticipated potable water demand for all of the City's customers through the year 2015. Installation of the additional production wells will increase the annual average quantity of groundwater pumpage to 4,200,000 gallons per day ("gpd") and the peak month quantity to 6,300,000 gpd. Review of the Application by the District led to four requests by the District for additional information. The City responded to each. The responses included a well construction and aquifer testing program report, a Water Quality/Water Level Well Impact Mitigation Plan, a Water Quality Action Plan, a revised Water Quality/Water Level Well Impact Mitigation Plan, a revised Water Quality Action Plan and a second revision of the Water Quality Action Plan, a second Water Quality/Water Level Well Impact Mitigation Plan, a proposed Environmental Monitoring Plan, a third revised Water Quality Action Plan, a third revised Water Quality/Water Level Well Impact Mitigation plan, and the final Environmental Monitoring Plan. Draft Water Use Permit On October 8, 2010, the District gave notice of its intent to issue a permit that would modify the City's Existing Permit for public supply use. Attached to the notice is a Draft WUP. The modification includes the development of a brackish water well field with 22 additional production wells to allow the City to self-supply the anticipated potable water demand in 2015 for a customer base of approximately 34,259 persons. The annual average quantity authorized by the WUP is 4,200,000 gpd and the permitted peak month quantity increases to 6,300,000 gpd.5/ Special conditions of the Draft WUP require the City to maintain meters on existing and proposed withdrawal points; record and report monthly meter readings; confirm meter accuracy every five years; monitor and report the water quality and aquifer water levels; maintain an adjusted per capita rate of 150 gpd or less; conduct and report water audits; submit annual reports of residential water use, reclaimed water supplied, per capita water use rates, and well field operations; investigate withdrawal-related well complaints; conduct a well field inventory prior to the activation of the proposed production wells; comply with the environmental monitoring plan; set water quality concentration limits prior to the activation of the proposed production wells; and submit an Annual Water Quality Report and an annual Well Field Report. Criteria in Rule for Issuance of WUPs The District utilizes rule 40D-2.381 (the "Rule") in its review of water use permit applications. The Rule opens with the following: In order to obtain a Water Use Permit, an Applicant must demonstrate that the water use is reasonable and beneficial, is consistent with the public interest, and will not interfere with any existing legal use of water . . . Rule 40D-2.381(1), Tab 1 of the Binder Containing the Matters Officially Recognized, pp. 7-8. The Rule requires that the applicant make the required demonstrations through the provision of "reasonable assurances, on both an individual and a cumulative basis that the water use," id., will meet 14 conditions listed in subsections (a) through (n).6/ Condition (a) Condition (a) requires that the City demonstrate that the water use is necessary to fulfill a certain reasonable demand. To meet this condition, the City provided a population estimate through the end of the permit term and also provided a per capita rate that the City had used in the last five years. Calculations set forth in a table prepared at the request of the City show the population projections and projected water demands over a period from 2008 through 2030. These calculations provide reasonable assurances that the proposed water use meets Condition (a). Condition (b) Condition (b) requires that the City must demonstrate that the water use will not cause quantity or quality changes that adversely affect the water resources, including both surface water and groundwater. The City provided a groundwater model showing the anticipated groundwater drawdowns within the Upper Floridan and surficial aquifers. The City also completed a study on the wells within the sections of the actual proposed well field. Based upon the modeling, the drawdowns are not large enough to cause any impacts to quantity or quality of the water in the area. The City has a Water Quality/Water Level Well Impact Mitigation Plan, should there be any complaints of impact, to correct any problems after implementation of the WUP. The well field is designed with 22 supply wells. All 22 wells need not be operated at the same time to meet the water demand. Wells beyond those needed by demand have been designed into the well field so that there can be rotational capacity. Pumping at lower rates from among the 22 wells on a rotational basis is a management tool for protecting the resource and minimizing the effects of the withdrawals. The City's monitoring program provides for the collection of water levels from a large number of wells either on a monthly or quarterly basis to assess water level fluctuations in the Upper Floridan and surficial aquifers. The City also has numerous wells that will sample for chloride sulfates, total dissolved solids (TDS) and other water quality constituents on a monthly and quarterly basis to ensure that the conditions of issuance continue to be met. The City will submit groundwater pumping data on a monthly basis from all the production wells so that the District can determine that the City is indeed adhering to the quantities reflected in the WUP. Groundwater in the Upper Floridan Aquifer flows in a westward direction towards the Gulf of Mexico. The location of the proposed wells is in an urban land use area near the Gulf Coast. The wells will capture brackish groundwater that would otherwise flow westward into the Gulf. Brackish groundwater from the City's service area is the lowest quality water available for public supply in the area. The City plans to construct a reverse osmosis facility to utilize available brackish groundwater. The brackish groundwater pumped from the well field is an alternative supply source. Isolated from the regional system, it will be used for public supply in the service area. The high number of low-capacity wells will provide rotational ability for the City to manage the quantity and quality of the water resource in the area of the well field. Maximum drawdown within the well field area due to the average annual withdrawal is approximately 3 feet, with an additional 1.5 feet during peak month withdrawal. This amount of drawdown is not likely to impact other wells in the area. Condition (c) Condition (c) requires the City to demonstrate that water use will comply with the provisions of 4.2 of the WUP Basis of Review, incorporated by reference in rule 40D-2.091, regarding adverse impacts to wetlands, lakes, streams, estuaries, fish and wildlife or other natural resources. The Anclote River and associated wetlands are tidally influenced and will not be adversely impacted by the proposed withdrawal. Other wetlands in the well field area examined by a District biologist identified several isolated wetlands of concern. Isolated wetlands are generally more sensitive to withdrawal of groundwater than wetlands connected to larger basins. Initially, the City's proposed drawdowns were deemed to be unacceptable to the District because of the impact to the isolated wetlands of concern. As a first step, the City reduced the quantities of water to be withdrawn. Subsequently, an extensive Wetland Monitoring Plan was developed that included a mitigation plan if adverse impacts did occur to wetlands. Storm-water runoff will be the primary factor controlling the functions of the wetland areas. Mitigation measures, should any adverse impact become too great, include reduction of well field pumping, augmentation with well water, potable water and other feasible sources, and the purchase of mitigation credits. Condition (d) Condition (d) requires the City to demonstrate that the water use will not interfere with a reservation of water as set forth in rule 40D-2.302. The groundwater modeling that the City provided the District indicates that there are no adverse impacts to the minimum flows and levels ("MFLs") in the Anclote River or the water level at the Tarpon Road Deep Well. There are, therefore, no impacts to reservations of water. Condition (e) Condition (e) requires the City to demonstrate that the water use will comply with the provisions of 4.3 of the WUP Basis of Review,7/ regarding MFLs. The closest MFL site is the Upper Floridan Aquifer monitoring well called Tarpon Road Deep, located approximately 2.4 miles southeast of the well field. The impact analysis model results show that at the annual average withdrawal rate of 4.20 million gallons per day ("mgd") approximately 0.1 feet of drawdown at this MFL site is currently projected to occur, assuming static pumping conditions in all other regional groundwater withdrawals. This amount of drawdown will not cause the water level at the Tarpon Road Deep Well to fall below its minimum level. The District is in the process of setting an MFL for the Anclote River. Based on the operation of the new well field and the City's continued operation of their freshwater discharge to the Anclote River from their reclaimed water facility, there will be no impact to the Anclote River. Condition (f) Condition (f) requires the City to demonstrate that the water use will utilize the lowest water quality the City has the ability to use, provided that its use does not interfere with the recovery of a water body to its established MFL and it is not a source that is either currently or projected to be adversely impacted. The City is using brackish water, the lowest water quality available to be used for public supply. The City will be treating it at a reverse osmosis water treatment plant. Water of this quality is not available for others to use without special treatment. Based upon the modeling provided by the City, there are no anticipated impacts to MFLs or any other water body resources. Condition (g) Condition (g) requires the City to demonstrate that the water use will comply with section 4.5 of the WUP Basis of Review,8/ regarding saline intrusion. Groundwater in the Upper Floridan Aquifer in the area of the well field is brackish. The well field's design allowing well rotation minimizes changes in water quality during operation. The amount of drawdown and the fact that water levels will remain above sea level suggests that saline water intrusion will not occur. The reported potentiometric surface in the area of the well is approximately five feet NGVD while the land surface is roughly five feet higher at approximately ten feet NGVD. The City's monitoring and mitigation programs will address adverse impacts from saline intrusion should they occur. Condition (h) Condition (h) requires the City to demonstrate that the water use will not cause the pollution of the aquifer. Soil and groundwater contamination is documented at the Stauffer Management Company site located approximately 3,000 feet west of the well field. The drawdown from the well field is calculated to be about one foot at the Stauffer site. That level of drawdown will not induce migration of contaminants because the upward head differential from the Upper Floridan Aquifer to the surficial aquifer will be altered and the Stauffer site is down gradient of the well field. Testimony from Mr. Wiley established that the aquifers should not be contaminated by the City's withdrawals despite the presence of the Stauffer site: [T]here is a known source of contamination approximately 3,000 feet from the new well field to the west, Stauffer Chemical Company. With the small amount of drawdown that's caused in the Upper Floridan aquifer and the surficial aquifer, there's no potential for the withdrawals to cause pollution of the aquifer. Tr. 254-55. Mr. Wiley's opinion was reached primarily based on the use of the groundwater flow model to determine the drawdown at the Stauffer site and through review of groundwater levels in the Floridan and the surficial aquifers. The United States Environmental Protection Agency (the "EPA") is in charge of managing the contamination at the Stauffer site. A remediation plan has been developed based, in part, on EPA records. The remediation plan includes the construction of a barrier wall in the subsurface around the contaminated area to prevent contaminated groundwater from migrating. The City's groundwater monitoring wells will detect movement of contaminants toward the well field. The monitoring of the wells and the mitigation plan will assist in preventing pollution of the aquifers. Condition (i) Condition (i) requires the City to demonstrate that the water use will not adversely affect offsite land uses existing at the time of the application. Primary existing land uses within the City's service area are residential, commercial, and light industrial. The proposed withdrawal will not adversely impact these land uses as shown in Figure 10 of the City Exhibit 1. Five sink holes are known to exist in the general area around the well field. The closest is approximately 1,000 feet from a proposed well location. Maximum drawdown at the distance is approximately 2 feet. This amount of drawdown does not significantly increase the potential for sinkhole activity. Condition (j) Condition (j) requires that the City demonstrate the water use will not adversely impact an existing legal withdrawal. The Pasco County Utilities' wells located to the north of the well field are listed on the WUP as plugged. Wells owned by Crest Ridge Utility Corp. are located within 0.5 to 0.8 miles of the well field. Drawdown at these wells, due to the average annual withdrawal, is approximately one foot, with an additional 0.4 feet during peak month withdrawal. This amount of drawdown will not create a water level impact at these wells. Maximum drawdown at domestic wells in the area due to the average annual withdrawal is approximately three feet, with an additional 1.5 feet during peak month withdrawal. This amount of drawdown is not likely to impact other wells in the area. The City's mitigation plan addresses any adverse impact that might occur from the City's withdrawal. Condition (k) Condition (k) requires the City to demonstrate that the water use will incorporate water conservation measures. The existing per capita use rate for the City's service area is 110 gpd. Its position well below the district goal of 150 gpd per person demonstrates that the City's water conservation measures are effective. The City uses an inclined block rate structure which encourages water conservation. It also encourages water conservation through a reclaimed water system that encourages conservation of public water supply. It currently uses a little over one million gallons per day of reclaimed water. The City also conserves water through a leak protection program, a water loss audit program, adherence to the District's watering restrictions and provision of a low-flow toilet rebate program through the County, a landscape code, and the provision of educational materials to users. Condition (l) Condition (l) requires the City to demonstrate that the water use will incorporate the use of alternative water supplies to the greatest extent possible. The City has an extensive reclaimed water program. It provides reclaimed water for its golf course, for residential irrigation, for public parks and recreation, and for public schools. The City expanded its reclaimed water storage system recently by doubling the amount of reclaimed water that it is able to store for redistribution. Condition (m) Condition (m) requires the City to demonstrate that the water use will not cause water to go to waste. The City performs an unaccounted-for water audit of its system as required by a special condition of its existing WUP. The unaccounted-for water use is approximately 4 percent, well below the District guidelines. Furthermore, the City's per capita use rate of 110 gpd is well within the District's goal of 150 gpd per person. The City also has an extensive reclaimed water system which offsets potable water supply and prohibits wasted drinking water as an irrigation source. Condition (n) Condition (n) requires that the City demonstrate that the water use will not otherwise be harmful to the water resources within the District. Facts found above support a conclusion that the City has provided reasonable assurances that it meets this condition. In addition, the water that is pumped locally by the City will offset the need for ground water that would have otherwise been obtained from elsewhere in the region. Notices The District published its Notice of Proposed Agency Action in the Tampa Tribune on October 22, 2010. The District published its Notice of Proposed Agency Action in the St. Petersburg Times on October 24, 2010.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is recommended that the Southwest Florida Water Management District enter a Final Order determining that Petitioner Ross lacks standing and that his Petition, therefore, be dismissed. Should it be determined in a Final Order that Petitioner Ross has standing, it is recommended that the Southwest Florida Water Management District enter a Final Order that issues Water Use Permit No. 20000742.010 to the City of Tarpon Springs. DONE AND ENTERED this 14th day of April, 2011, in Tallahassee, Leon County, Florida. S DAVID M. MALONEY Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 14th day of April, 2011.
The Issue Whether the proposed Florida Administrative Code Rules 28-20.110, 28-20.120, and 28-18.210 are invalid exercises of delegated legislative authority.
Findings Of Fact Parties Petitioner, Florida Keys Citizens Coalition, Inc. ("FKCC"), is a non-profit Florida corporation whose address is 10800 Overseas Highway, Marathon, Florida 33050. The primary purpose of FKCC is to "protect the quality of life of the citizens of the Florida Keys." The primary emphasis of the organization involves issues related to the carrying capacity, the limits of the infrastructure, and the environmental qualities of the Florida Keys. Consistent with its purpose, FKCC opposes regulations which it believes will diminish the quality of the natural habitat in Monroe County and the City of Marathon and hinder safe and efficient emergency evacuation. FKCC has been involved in previous Monroe County litigation, including participating as a party to at least two formal administrative challenges to the 2010 Monroe County Comprehensive Plan (Monroe County Comprehensive Plan). Petitioner, Last Stand, Inc., is a non-profit Florida corporation whose address is Post Office Box 146, Key West, Florida 33041-0146. The primary purpose of Last Stand is to preserve and protect the quality of life in the City of Key West, the Florida Keys, and their environs, with particular emphasis on the natural environment. To that end, Last Stand opposes regulations that it believes diminishes the quality of the natural habitat in the Florida Keys and regulations that hinder safe and efficient emergency evacuation in the Florida Keys. Last Stand is an organizational member of FKCC. Moreover, many individual members of Last Stand are also members of FKCC. A substantial number of members of both FKCC and Last Stand live, work, and/or engage in various recreational activities in the City of Marathon or in nearby areas. For example, a substantial number of members of both of those organizations regularly use and enjoy the nearshore waters of Monroe County for recreational water activities, such as boating, diving, snorkeling, and/or swimming.3 A substantial number of members of both organizations also regularly use and enjoy terrestrial habitats in Monroe County, including the City of Marathon, for recreational activities such as hiking and bird-watching. A substantial number of the members of both FKCC and Last Stand may be adversely affected or impacted by the issues which are in dispute in this proceeding. Moreover, the issues in this proceeding are germane to the purposes of both FKCC and Last Stand. Also, both FKCC and Last Stand regularly represent their members' interests in formal administrative hearings and local commission meetings relative to environmental and growth management issues. Respondent, Administration Commission, consists of the Governor and Cabinet and is empowered to adopt, by rule, any enactment, amendment, or rescission of a land development regulation or element of a local comprehensive plan in the Florida Keys area. Respondent, Monroe County, is a local county government within the Florida Keys Area of Critical State Concern ("ACSC"). Respondent, City of Marathon, is a municipality within the Florida Keys ACSC. Intervenor, the DCA, is the state land planning agency responsible for the general supervision of the administration and enforcement of the ACSC program. As the state planning agency, the DCA is authorized to propose changes to local comprehensive plans and land development regulations within an ACSC for adoption by the Administration Commission. Economic Base of Florida Keys Tourism is the economic base of the Florida Keys. Moreover, the basis for the Florida Keys' tourism is a healthy natural environment that supports fishing, diving, water sports, boating, bird-watching habitat, visiting endangered species habitat, and other related activities. History of the Florida Keys ACSC The Florida Keys area is designated as an ACSC and consists of, unincorporated, Monroe County, the City of Layton, the City of Key Colony Beach, the Village of Islamorada, and the City of Marathon. See § 380.0552(3), Fla. Stat. (2004).4 The City of Key West has been separately designated as an ACSC pursuant to Florida Administrative Code Rule Chapter 28-36. The Florida Keys were originally designated by the Administration Commission in 1975 and re-designated by the Legislature in 1986. The legislative intent section and the Principles for Guiding Development, as set forth in Subsections 380.0552(2) and (7), Florida Statutes, together require an effective land use management system that protects the natural environment and character of the Florida Keys, maintains acceptable water quality conditions, ensures adequate public facility capacity and services, provides adequate affordable housing, supports a sound economic base, protects constitutional property rights, and requires adequate emergency and post- disaster planning to ensure public safety. During the past 20 years, the growth management process has been implemented in essentially two phases. The first phase involved developing, adopting, and implementing the first comprehensive plans and regulations under the new designation. These plans and regulations were adopted by the county and cities in the mid-1980s. The 1986 plan established a growth management system that substantially increased protection of natural resources and began to reduce the over-allocation of density in the Florida Keys. It also achieved the long-term protection of North Key Largo. However, several major problems were not adequately addressed by the 1986 plan, including maintaining evacuation capability, water quality protection, sewage treatment, stormwater treatment, and community character. In addition, although the plan required a focal point plan for Big Pine Key, this planning process did not result in a viable plan that adequately protected the Florida Keys deer. The required open space ratios proved difficult to maintain within habitats once development occurred, resulting in fragmentation of habitat. The second phase involved the planning process undertaken in the early 1990s to meet the requirements of the Growth Management Act and to update the plan based on lessons learned in implementing the 1986 plan. In developing, reviewing, and litigating the Monroe County Comprehensive Plan, the following critical issues emerged involving how to: maintain acceptable hurricane evacuation capability; retrofit existing development and provide new development with adequate wastewater and storm water facilities, including, where appropriate, upgrading of on-site systems; determine the carrying capacity of the Keys to withstand the impacts of additional land development and modify state and local plans, regulations and programs so that the carrying capacity is not exceeded; provide an adequate supply of affordable housing while maintaining acceptable hurricane evacuation and protecting the environment. In 1996, the Administration Commission adopted a rule which included a cap of 255 residential units per year for Monroe County. The rule also adopted a five-year Work Program into the Monroe County Comprehensive Plan with the local governments to construct sewage treatment facilities, replace cesspits, and purchase land to protect natural habitat. Monroe County, the City of Marathon, and the DCA were required to submit reports to the Administration Commission each year "documenting the degree to which the Work Program objectives for that year [had] been achieved." The rule contemplated that if the local governments did not make "substantial progress" towards accomplishing the tasks of the Work Program, the unit cap for new residential permits would be reduced by at least 20 percent for the following year. The Administration Commission found a lack of "substantial progress" in 1999 and adopted a rule which reduced the annual allocation of residential permits by 20 percent and extended the five-year Work Program to seven years. The Administration Commission found "substantial progress" had been accomplished in 2001 and began rulemaking to restore the permit allocation. However, the rule was challenged, and since the Administration Commission found a lack of "substantial progress" in 2002, the Commission adopted a revised rule which did not restore permits. The Carrying Capacity Study The 1996 Administration Commission rule amended the Monroe County Comprehensive Plan to require the completion of a carrying capacity analysis. The carrying capacity analysis shall be designed to determine the ability of the Florida Keys ecosystem, and the various segments thereof, to withstand all impacts of additional land development activities. The analysis shall be based upon the findings adopted by the Administration Commission on December 12, 1995, or more recent data that may become available in the course of the study, and shall be based upon the benchmarks of, and all adverse impacts to, the Keys land and water natural systems, in addition to the impact of nutrients on marine resources. The carrying capacity analysis shall consider aesthetic, socioeconomic (including sustainable tourism), quality of life and community character issues, including the concentration of population, the amount of open space, diversity of habitats, and species richness. The analysis shall reflect the interconnected nature of the Florida Keys' natural systems, but may consider and analyze the carrying capacity of specific islands or groups of islands and specific ecosystems or habitats, including distinct parts of the Keys' marine system. (Ref. 1991 Stip. Settlement Agreement). Agencies: County, DCA, DEP, DOH, DOT, GFC, SFWMD, NMS, SFRPC, EPA, USFWS, Army COE, and other interested parties to include representatives of environmental organizations and development interests. The Florida Keys Carrying Capacity Study ("FKCCS") was completed over a period of six years. Six million dollars was allocated by the DCA and the United States Army Corps of Engineers to produce the Monroe County Sanitary Wastewater Master Plan, the Stormwater Management Plan, and the FKCCS. The contractor, URS Corporation, completed the FKCCS and the Carrying Capacity/Impact Assessment Model ("CCIAM"), a separate component to be used in forecasting land use scenarios. A panel of external experts was used to peer review the scope of work. In September 2002, the study was completed. The National Research Council of the National Academy of Sciences ("Council") reviewed the CCIAM and FKCCS and, as a result of its review, adjustments were made to the CCIAM. The Council's review concluded that overall, due to data constraints and other issues in certain portions of the CCIAM, the model proved insufficient to develop a comprehensive carrying capacity framework that would allow for undisputable determinations of whether future development scenarios fall within the carrying capacity of the Florida Keys. The marine module, the most data- deficient, was subsequently removed from the CCIAM. The FKCCS recommended four main guidelines for future development in the Florida Keys: Prevent encroachment into native habitat. A wealth of evidence shows that terrestrial habitats and species have been severely affected by development and further impacts would only exacerbate an already untenable condition. Continue and intensify existing programs. Many initiatives to improve environmental conditions and quality of life exist in the Florida Keys. They include land acquisition programs, the wastewater and stormwater master plans, ongoing research and management activities in the Florida Keys National Marine Sanctuary, and restoration efforts throughout the Florida Keys. If further development is to occur, focus on redevelopment and infill. Opportunities for additional growth with small, potentially acceptable, additional environmental impacts may occur in areas ripe for redevelopment or already disturbed. Increase efforts to manage the resources. Habitat management efforts in the Keys could increase to effectively preserve and improve the ecological values of remaining terrestrial ecosystems. Partnership Agreement While preparing the Assessment Report for 2003, the DCA Secretary concluded that the existing policy direction, consisting of imposition of the Work Program by the Administration Commission and reduction of residential permits, due to lack of substantial progress, was not sufficient to solve the problems facing the Florida Keys. The Assessment Report described difficulties and delays in implementing the Work Program. Most of the sewage treatment facilities contemplated by the Work Program were not constructed and valuable upland habitat continued to be developed. On December 16, 2003, the Administration Commission concluded that Monroe County had not made substantial progress and directed the DCA "to determine changes that would be necessary to the comprehensive plan to fully implement the requirements of the Work Program[,] as well as habitat protection provisions." The Administration Commission also accepted the staff recommendation that it "determine substantial progress has been made for the City of Marathon, and that some permits will be provided back to the City of Marathon," the number to be determined at the Administration Commission's January 27, 2004, meeting. The DCA approached the Florida Keys local governments and community-based organizations and proposed a Partnership Agreement to "begin implementation of the Work Program associated with the Florida Keys Protection Act." The DCA Secretary addressed the governing boards of the Florida Keys' local governments concerning the proposed Partnership Agreement. Monroe County, the City of Marathon, and the Village of Islamorada adopted resolutions supporting the partnership proposal. By letter dated February 25, 2004, the DCA Secretary requested that the Governor, as a member of the Administration Commission, authorize the Administration Commission staff to initiate rulemaking to amend the Comprehensive Plans of Monroe County and the City of Marathon. According to the letter, this action was requested based upon a series of significant commitments made by each of these local governments which addressed issues related to habitat protection, affordable housing, wastewater and stormwater management projects, land acquisition, and nutrient credits. The letter also noted the following: A complete follow-through on these commitments would mean over $410 million would be spent in the coming years to address these issues in the Florida Keys. Habitat protection will be increased, environmentally-sensitive hammock and pinelands would be purchased, new wastewater and stormwater management projects would be initiated, and 230 units of affordable housing would be made available for residents of the Florida Keys. * * * In essence, we have developed proposals that allow additional units primarily for affordable housing in the Florida Keys, but also would ensure the most pressing issues will be jointly addressed by local and state government. Consistent with the February 25, 2004, letter, the Partnership Agreement consists of commitments by the Florida Keys' local governments and several state agencies to address habitat protection, wastewater and stormwater treatment, affordable housing, and hurricane evacuation. At its March 9, 2004, meeting, the Administration Commission accepted the DCA's recommendation to initiate rulemaking to implement the Partnership Agreement. The Proposed Rules 29. Proposed Rules 28-18.210, 28-20.110, and 28-20.120 were published in the Florida Administrative Weekly on July 16, 2004.5 According to the published notice, the purpose of Proposed Rule 28-18.210 is to amend Policy 101.2.14 of the Marathon Comprehensive Plan to address building permit allocations by increasing the annual residential permitting cap and specifying allocations authorized for market rate and affordable housing, restoring certain allocations authorized for market rate and affordable housing, authorizing certain unused rate of growth ordinance allocations to roll forward, and deleting the requirement for nutrient credits upon a date certain. The notice also provides that the Proposed Rule amends the Work Program set forth in Policy 101.2.14 of the Marathon Comprehensive Plan to establish Year Eight and Year Nine to address tasks not yet completed in the original Work Program. The published notice states that the purpose of Proposed Rules 28-20.110 and 28-20.120 is to amend Policy 101.2.13 of the Monroe County Comprehensive Plan to address building permit allocations by increasing the annual residential permitting cap and specifying allocations authorized for market rate and affordable housing, restoring certain allocations previously reduced to be targeted for affordable housing, authorizing certain unused rate of growth ordinance allocations to roll forward, and deleting the requirement for nutrient reduction credits upon a date certain. The notice also provides that the proposed rules amend the Work Program in Policy 101.2.13 of the Monroe County Comprehensive Plan to establish Work Program provisions for Year Eight, Year Nine, and Year Ten to address tasks not yet completed in the original Work Program. Finally, the notice states that the Proposed Rule amendments address the adoption of necessary land development regulations. The published notice cites Subsection 380.0552(9), Florida Statutes, as the specific authority for the Administration Commission's promulgating the Proposed Rules and Section 380.0552, Florida Statutes, as the law implemented. Petitioners challenge portions of Proposed Rule 28-18.210, which will amend the Marathon Comprehensive Plan and portions of Proposed Rules 28-20.110 and 28-20.120,6 which will amend the Monroe County Comprehensive Plan and the Monroe County Land Development Regulations on the basis that they constituted invalid exercises of delegated legislative authority. Petitioners contend that the proposed rules should comply with Section 380.0552 and Chapters 163 and 380, Florida Statutes, and, therefore, should be analyzed for such compliance in this proceeding. Notwithstanding Petitioners contention to the contrary, for the reason stated in paragraph 199 below, Proposed Rules 28-18.210, 28-20.110, and 28-20.120 will be analyzed based on their consistency with Section 380.0552, Florida Statutes, because that is the provision which the proposed rules explicitly purport to implement. The published notice does not specify the subsection of Section 380.0552, Florida Statutes, that the proposed rules implement. However, the parties agree that the proposed rules must be consistent with Subsection 380.0552(7), Florida Statutes, which set forth the Principles for Guiding Development. Restoration/Increase of ROGO Allocations The Comprehensive Plans for Monroe County and the City of Marathon include a Permit Allocation System, under which Monroe County was originally allocated 255 permits per year for new residential units. As noted in paragraph 18 above, in 1999, the Administration Commission determined that substantial progress on the Work Program had not been accomplished and adopted a rule reducing the annual allocation of permits by 20 percent. After the incorporation of the Village of Islamorada and Marathon, and a voluntary reduction by the Village of Islamorada, the current annual allocation of residential development permits is 158 for Monroe County, 24 for Marathon, and 14 for the Village of Islamorada. Proposed Rule 28-20.110(1) amends Policy 101.2.13 of the Monroe County Comprehensive Plan by increasing the annual unit cap of 158 to 197, thereby restoring the original level of permits issued for new residential development under the Rate of Growth Ordinance ("ROGO"). The proposed rule requires that "[e]ach year's ROGO allocation of 197 new units shall be split with a minimum of 71 units allocated for affordable housing in perpetuity and market rate allocations not to exceed 126 new units per year." Proposed Rule 28-18.210 amends Policy 101.2.14 of the Marathon Comprehensive Plan by increasing the maximum number of permits for new residential units from 24 to 30 per year, thereby, restoring the original level of permits per year for new residential development under ROGO. The proposed rule requires that "[e]ach year's ROGO allocation of 30 units shall consist of 24 market rate and 6 affordable units" and that the affordable housing "remain as affordable housing in perpetuity." In addition to restoring the number of permits for new development to the original levels, Proposed Rule 28-20.110 amends the Comprehensive Plans of Monroe County and Marathon to restore available permit allocations that were unused in previous years and to allow unused ROGO allocations to be allocated in subsequent years. Proposed Rule 28-20.110 adds a new provision to the Monroe County Comprehensive Plan, providing that "effective July 12, 2004, 140 ROGO allocations, which represent unused reductions for ROGO Years Nine through 12, and 25 units lost in Year Ten due to lack of nutrient credits, are reallocated to the County exclusively for affordable housing purposes." Proposed Rule 28-18.210 adds a provision to the Marathon Comprehensive Plan that "effective July 12, 2004, 65 ROGO allocations, which represent unused ROGO allocations for ROGO Years 9 through 12, are to be reallocated to the City exclusively for affordable housing." Advancing/Borrowing Nutrient Credits The existing Comprehensive Plans of Monroe County and the City of Marathon include a nutrient credit system. According to the Monroe County Comprehensive Plan, nutrient reduction credits are earned when existing treatment systems are upgraded. The amount of nutrient reduction credits earned correlate to the type of treatment system to which an old system is upgraded. Thus, if a treatment system is upgraded to the "best centralized system" or the "advanced wastewater treatment system," Monroe County would earn the most nutrient credits possible. For example, elimination of a cesspit by connection to a centralized advanced wastewater treatment system earns 1.5 nutrient credits, and the elimination of a substandard on-site disposal system by connection to a centralized secondary treatment system earns 0.5 nutrient credits. Under the existing Comprehensive Plans of Monroe County and the City of Marathon, development permits for new residential development can only be issued if a nutrient reduction credit has been earned. The requirement that adequate nutrient credits be earned prior to issuance of permits is to mitigate for nutrient impacts of new residential development. However, Proposed Rules 28-18.210 and 28-20.110 provide that Monroe County and the City of Marathon will be permitted to "borrow" nutrient credits from the pool of nutrient credits that are anticipated from the construction and/or completing of sewage treatment facilities. The existing Comprehensive Plans of Monroe County and the City of Marathon provide that nutrient reduction credits are earned by the construction of the Little Venice system according to the schedules prescribed in the Comprehensive Plans. The schedules in the Comprehensive Plans provide that "213 of the total credits estimated to be available from the full operation of the system shall be earned when the wastewater permit is issued, the design/build contract for the system has been fully executed and construction of the system has commenced." The Comprehensive Plans also provide that all the remaining available credits shall be earned when the construction of the Little Venice System is complete, the collection system lines have been installed, and the final total of credits available from the operation of the systems has been calculated. Proposed Rules 28-20.110 and 28-18.210 amend the Comprehensive Plans of Monroe County and Marathon by allowing 213 of the total credits estimated to be available from the full operation of the Little Venice system to be earned, effective July 13, 2003. The proposed rules also provide that when the Little Venice system is completed, "[t]he total credits available shall be reduced by the 213 [credits] advanced in the year 2003." Proposed Rule 28-20.110 amends the Monroe County Comprehensive Plan by allocating 41 nutrient credits for market rate units and 193 nutrient credits for affordable housing units to Monroe County. The Proposed Rule 28-20.110 provides that the 41 nutrient credits will be subtracted from the nutrient credits subsequently earned from hookups to the Key West Resort Utilities Wastewater Facility ("Key West Resort Utilities"). The 193 nutrient credits will be subtracted from hookups to the Key West Resort Utilities, Bay Point, and Key Largo Wastewater Facilities. Repeal of Nutrient Reduction Provision As described in paragraph 42 above, the existing Comprehensive Plans of Monroe County and the City of Marathon have mandatory nutrient provisions that require nutrient credits to be earned prior to issuance of a permit for new residential units. Proposed Rules 28-20.110 and 28-18.210 amend the Comprehensive Plans of Monroe County and the City of Marathon by repealing the mandatory nutrient credit provisions. Pursuant to the proposed rules, "effective July 13, 2005, no nutrient credits shall be required if the local government has made satisfactory progress as determined by the Administration Commission in meeting the deadlines established by the Work Program as adopted by rule after March 15, 2004." Challenges to Increase/Restoration of Permits, Advancing Nutrient Credits, and Repeal of Nutrient Reduction Provision Petitioners contend that the increase in new residential permits is arbitrary and capricious and contravenes the law implemented because it will increase development even though the identified thresholds for growth in the Florida Keys--water quality, terrestrial habitat, and evacuation times-- have been exceeded and will "worsen" the water quality. Petitioners challenge the provision which allows the borrowing or awarding of nutrient credits before wastewater projects are completed as arbitrary and capricious, because it will allow a net increase in the nutrient impacts into the nearshore waters of the Florida Keys and will "worsen" the water quality. Proposed Rules 28-20.110(1) and 28-18.210 increase the number of permits for new residential units from the preceding years. However, the number of permits to be issued under the Monroe County Comprehensive Plan has not increased. Rather, the permits will be issued in a shorter time frame and without being subject to the previous conditions. Even though increased development could result in an increase in the nutrient impacts into the nearshore waters of the Florida Keys, the adverse effect of such nutrient loading is offset by the adequate treatment of wastewater and stormwater runoff. To address the problem of nutrient loading, the Proposed Rules 28-20.110 and 28-18.210 extend the years of the Work Programs and include in those programs tasks, such as construction and completion of wastewater facilities, as well as financing for those projects. Based on the commitments of Monroe County and the City of Marathon in the Partnership Agreement, there is a reasonable expectation that the projects included in the Work Program of the Proposed Rules will be completed. When completed, the wastewater treatment facilities will provide nutrient credits. In anticipation of the completion of the wastewater treatment facilities, Proposed Rules 28-20.110 and 28-18.210 restore the annual permits for new residential units to their original levels and allow previous unused ROGO allocations to be allocated. The Proposed Rules provide that the nutrient credits for these allocations will be borrowed from the pool of nutrient credits that are anticipated from the planned construction and completion of wastewater facilities. Petitioners' contention that the repeal of the mandatory nutrient reduction credit provision is arbitrary and capricious and contravenes the law implemented because such repeal allows the water quality to worsen, is inconsistent with the "no net nutrient" provision of the Comprehensive Plans and is unjustified given that the nutrient pollution has increased since the nutrient credit provisions were adopted. Petitioners also contend that the repeal of the nutrient credit provision is arbitrary and capricious because the repeal is effective on a date certain without further action and without regard for whether it is justified. Proposed Rules 28-20.110 and 28.18-210 repeal the mandatory nutrient reduction credit provisions of the Comprehensive Plans, but the condition precedent to the repeal is the Administration Commission's making a determination that Monroe County and the City of Marathon have "made satisfactory progress . . . in meeting deadlines established by the [new] Work Program." This determination must be made prior to the repeal going into effect. Presumably, the tasks in the Work Program for which satisfactory progress must be made are those relevant and reasonably related to and which result in nutrient credits. Contrary to Petitioners' assertion, the repeal of the mandatory nutrient credit provision does not automatically become effective on the date prescribed in the proposed amendments. Instead, the repeal is contingent on Monroe County's and the City of Marathon's making "satisfactory progress." The term "satisfactory" is not vague as asserted by Petitioners. In the context of Proposed Rules 28-20.110 and 28-18.210, "satisfactory" would be given its common and ordinary meaning, which is "sufficient to meet a demand or requirement."7 Annual Reporting Requirement The existing Comprehensive Plans for Monroe County and the City of Marathon provide that "beginning September 30, 2003, and each year thereafter, [the respective local government] Monroe County and the [DCA] shall report to the Administration Commission documenting the degree to which the Work Program objectives have been achieved." Proposed Rules 28-20.110 and 28-18.210, will modify the annual reporting requirements in the Monroe County and Marathon Comprehensive Plans. The proposed amended provision, which is underlined, and the existing provision are as follows: Beginning September 30, 2003, and each year of the work program thereafter, Monroe County and the Department of Community Affairs shall report to the Administration Commission documenting the degree to which the work program objectives for that year have been achieved. The report for years seven and eight shall be combined and provided to the Administration Commission by September 30, 2005. The Commission shall consider the findings and recommendations provided in those reports and shall determine whether substantial progress has been achieved toward accomplishing the tasks of the work program. Petitioners contend that the proposed rules, which delete the requirement for Monroe County and for the City of Marathon to submit the September 2004 progress report to the Administration Commission, are arbitrary and capricious. Petitioners assert that by deleting the requirement for the 2004 annual progress report, the proposed rules fail to establish an annual safeguard that is required to ensure that the environmental conditions and infrastructure limitation that the annual Work Program is designed to resolve, do not worsen. The proposed rules delete the requirement that Monroe County and Marathon submit their respective reports in September 2004 and delay submission of that report by a year. The time spent negotiating the Partnership Agreement and the proposed changes to the Monroe County Comprehensive Plans and the Land Development Regulations left little time for Monroe County and the City of Marathon to implement the new Work Programs. Moreover, the DCA and the Administration Commission would have had too short a time period in which to judge whether Monroe County and Marathon had made substantial progress. By combining the reports for Years Seven and Eight of the Work Program, the Administration Commission can expect a meaningful report on Monroe County's and the City of Marathon's progress in implementing their respective Work Programs. Monroe County Work Program Under Proposed Rules Proposed Rule 28-20.110 amends the Work Program Policy 101.2.13 of the Monroe County Comprehensive Plan by adding Years Eight, Nine, and Ten to the existing Work Program. Many of the tasks included therein address and are related to wastewater facilities, habitat protection, affordable housing, and hurricane evacuation and implement the Partnership Agreement. Year Eight of the Work Program requires that Monroe County and other designated agencies perform the specified tasks and provide, in relevant part, the following: Year Eight (July 13, 2004 through July 12, 2005) Review and revise (as necessary) the Conservation and Natural Areas Map. Initiate acquisition strategy for lands identified outside the Conservation and Natural Areas identified as worthy of protection. Begin public hearings for Conservation and Natural Areas boundaries. Conclude public hearings for the adoption of the amended Conservation and Natural Areas Boundaries. Adopt an ordinance to implement a moratorium on ROGO/NROGO applications that involves the clearing of any portion of an upland tropical hardwood hammock or pinelands habitat contained in a tropical hardwood hammock or pinelands patch of two or more acres in size located within a Conservation and Natural Area. Adopt amendments to the comprehensive plan and land development regulations to enact overlay designations, and eliminate or revise the Habitat Evaluation Index, and modify the ROGO/NROGO system to guide development away from environmentally sensitive lands. Amend land development regulations to prohibit the designation of Conservation and Natural Areas (Tier 1) as a receiver site for ROGO exempt development from sender sites; and to further limit clearing of upland native habitat that may occur in the Natural Areas (Tier I) and the Transition and Sprawl Reduction Area (Tier II) upon designation by the County. Develop Land Acquisition and Management Master Plan and address both funding and management strategies. Provide $40 million in financing secured by infrastructure tax for wastewater facilities. Begin construction of wastewater plants or laying of collection lines for Baypoint, Conch Key and Key Largo Trailer Village/Key Largo Park. Ensure the connection for up to 1,350 EDUs [equivalent development units] at Stock Island to Key West Resort Utilities. Complete the Lower Keys and Key Largo feasibility study. Complete projects identified in the Storm Water Management Master Plan. Evaluate and implement strategies to ensure that affordable housing remains affordable in perpetuity for future generations. Establish a partnership with non-profit organizations in order to construct affordable housing using additional state funds. Identify potential acquisition sites for affordable housing proposals and include in the Land Acquisition Master Plan. Provide up to $10 million in bond financing from the Tourist Impact Tax for acquisition of land for workforce housing and affordable housing sites. Complete a comprehensive analysis of hurricane evacuation issues in the Florida Keys and develop strategies to reduce actual hurricane clearance times and, thereby, reduce potential loss of life from hurricanes. As discussed below, several of the tasks in Year Eight of the Work Program implement parts of Goal 105 of the Monroe County Comprehensive Plan. Goal 105 reads: Monroe County shall undertake a comprehensive land acquisition program and smart growth initiatives in conjunction with its Livable CommuniKeys Program in a manner that recognizes the finite capacity for new development in the Florida Keys by providing economic and housing opportunities for residents without compromising the biodiversity of the natural environment and the continued ability of the natural and man-made systems to sustain livable communities in the Florida Keys for future generations. Goal 105, also referred to as the "Smart Growth Goal," provides a framework to implement the FKCCS and a 20-year land acquisition program. The initial phase of implementing Goal 105 calls for the drafting and adoption of "Tier Maps" to be used as guidance for the Monroe County's Land Acquisition Program. Pursuant to Policy 105.2.1 of the Monroe County Comprehensive Plan, the Tier maps will designate and map properties into one of the following three general categories for purposes of Monroe County's Land Acquisition Program and the smart growth initiatives: Natural Area (Tier I); Transition and Sprawl Reduction Area (Tier II); and Infill Area (Tier III). Tier I property is property where all or a significant portion of the land is characterized as environmentally sensitive by policies of the Monroe County Comprehensive Plan and applicable habitat conservation plan. Tier I is to be designated as a Natural Area. New development is to be severely restricted in Tier I. Tier II is any geographic property where scattered groups and fragments of environmentally-sensitive lands, as defined by the Comprehensive Plan, may be found and where subdivisions are not predominantly developed. New development is to be discouraged in Tier II, which is to be designated as Transition and Sprawl Area. Tier III is property where a significant portion of land is not characterized as environmentally sensitive, as defined by the Monroe County Comprehensive Plan, where existing platted subdivisions are substantially developed, served by complete infrastructure facilities, within close proximity to established commercial areas or where a concentration of non-residential uses exist. New development and re-development are to be highly encouraged in Tier III, which is to be designated as Infill Area. Petitioners contend that Task A, which requires Monroe County to "review and revise [as necessary] the Conservation and Natural Areas ["CNA"] Map, vests unbridled discretion to the County to amend the CNA map without adequate standards or criteria." Further, Petitioners assert that Task A does not identify the purpose for which the CNA map is to be used. Based on this assertion, Petitioners contend that Task A is arbitrary and capricious and contravenes law. Task A will assist in the implementation of the Comprehensive Plan by requiring Monroe County to review and revise the CNA map. In reviewing Task A, it is clear that the county must adhere to the criteria prescribed in Goal 105 of the existing Monroe County Comprehensive Plan. When Task A is read together with Goal 105 and its related policies, it is clear that the purpose of Task A is to provide guidance for the Monroe County Land Acquisition Program. As a part of the review and revision process, the Partnership Agreement, which Task A implements, provides that the Monroe County staff should prepare the CNA map utilizing Florida Marine Source Resources Institute ADID maps, the most recent aerial photographs, site visits as necessary, and obtain input from DCA and the public. Moreover, when Task A is read with Task B, and other relevant parts of the Monroe County Comprehensive Plan, it is clear that a CNA map is to be used to implement Goal 105 of the Monroe County Comprehensive Plan, which is related to land acquisition and "smart growth initiatives." Petitioners assert that Task B, which requires Monroe County to "initiate acquisition strategy for lands identified outside the [CNA] boundaries," is arbitrary and capricious and contravenes the law implemented, because it provides no standards or criteria. Task B is consistent with Policy 105.2.1 of Goal 105 of the Monroe County Comprehensive Plan. The Partnership Agreement consistent with Goal 105 provides that Monroe County will identify lands outside the CNA boundaries for acquisition and target for purchase appropriate environmentally-sensitive lands that are contained within upland habitat of two acres or more outside the CNA. Task C requires Monroe County to "begin public hearings for [CNA]." Task D requires Monroe County to conclude the public hearings for adoption of the amended [CNA] boundaries. Petitioners contend that Tasks C and D are arbitrary and capricious and contravene the law implemented, because they do not require that an end result be achieved as a result of these public meetings. When the provisions of Task C and Task D are read together, with Goal 105 and the relevant provisions of the Partnership Agreement, it is clear that the end result sought as a result of the public hearings is to receive public comment regarding the identification of lands to be included in the CNA. Furthermore, this is a reasonable meaning of Tasks C and D in light of the well-known purpose of public hearings. Petitioners challenge Task E, which requires Monroe County to "adopt an ordinance to implement a moratorium on ROGO/NROGO applications that involves the clearing of any portion of an upland tropical hardwood hammock or pinelands habitat contained in a tropical hardwood hammock or pinelands patch of two or more acres in size located within a [CNA]." The purpose of the moratorium is to prevent impacts to native habitat until Monroe County adopts permanent regulations and amendments. Petitioners contend that Task E of Year Eight of the Work Program, which requires Monroe County to "adopt an ordinance to implement a moratorium on ROGO/NROGO applications that involve the clearing of any portion of an upland hardwood hammock or pinelands habitat contained in a tropical hardwood hammock or pinelands patch of two acres or more . . . within a [CNA]," is arbitrary and capricious and contravenes the law implemented. Petitioners assert that the criteria for the interim ordinance required fails to protect all hammock and pineland, does not protect enough hammock to ensure that the carrying capacity of the Florida Keys terrestrial habitat to sustain degradation and loss is not exceeded, does not require that the interim protections last until replaced by permanent ones, and does not apply to ROGO-exempt allocations. The criteria for the interim ordinance required by Task E is reasonable and will result in strengthening habitat protection in the areas specified in that provision. The fact that Task E authorizes the adoption of an ordinance that protects less than "all" hammock and pineland, does not make the proposed rule arbitrary and capricious, nor does the proposed rule contravene the law implemented. Petitioners contend that Task F, which requires Monroe County to "[a]dopt amendments to the comprehensive plan and land development regulations to enact overlay designations, and eliminate or revise the Habitat Evaluation Index ["HEI"], and modify the ROGO/NROGO system to guide development away from environmentally sensitive lands," is arbitrary and capricious and contravenes the law implemented. Petitioners claim that the standard set forth in Task F, "to guide development away from environmentally sensitive lands," is no more specific than is statutory language. Petitioners assert that the proposed rule should specify (1) habitat types, patch sizes and other characteristics of the areas to which regulations will apply, and (2) the exact nature of the regulation (i.e. a prohibition on direct or secondary impacts, the application of negative points or open space rations, etc.) that will be relied upon to guide development away from such areas. Task F requires Monroe County to adopt amendments to the Comprehensive Plan and Land Development Regulations to enact the overlay designations requiring Monroe County to implement Policy 105.2.2 of the Monroe County Comprehensive Plan. Task F will implement Goal 105 of the Monroe County Comprehensive Plan. This task will identify areas to which future development will be directed. Also, the overlay designations will give property owners more certainty with respect to whether they can or cannot develop their property. The requirement in Task F, that the HEI be reviewed or eliminated, is reasonable in light of Goal 105 of the Monroe County Comprehensive Plan. The HEI is currently used by Monroe County to evaluate the environmental sensitivity of land and its suitability for development and acquisition. The HEI requires lot-by-lot evaluations, which fail to take into account secondary impact of development and has resulted in the loss of valuable habitat. The Tier System in Goal 105 is designed to move Monroe County away from the existing HEI. Implementation of Goal 105 requires that the existing HEI be eliminated or revised. Task G of Year Eight of the Work Program requires Monroe County to "amend land development regulations to prohibit the designation of [CNA] (Tier 1) as a receiver site for ROGO exempt development from sender sites; and to further limit clearing of upland native habitat that may occur in the [CNA] (Tier I) and the Transition and Sprawl Reduction Area (Tier II) upon designation by the County." Petitioners contend that Task G is arbitrary and capricious and contravenes the law implemented because it fails to permanently protect even that habitat which Monroe County claims is most important to protect, allows the geographic scope of the contemplated rules to be defined in the future without stated criteria or standards, and allows an unnecessary delay in the adoption of protections which the data and legal requirements demonstrate should have been adopted two years earlier. Task G is intended to strengthen protection of habitat by adopting land development regulations to prohibit development in specified areas and to further limit clearing in designated areas. Goal 105, specifically, provides guidance as to the standards that such regulations must follow in Policy 105.2.1 of the Monroe County Comprehensive Plan. Petitioners contend that Task K of Year Eight of the Work Program requiring Monroe County to ensure the connection for up to 1,350 units at Stock Island to Key West Resort Utilities, is arbitrary and capricious and contravenes the law implemented. Petitioners charge that the requirement in the proposed rule is vague and could be met by simply connecting one home to the referenced wastewater utility to remedy a documented, serious water quality problem. When the purpose of Task K is considered, the reasonable meaning of the provision is that the task requires that Monroe County connect approximately 1,350 units to the designated facility. Petitioners contend that Task M of Year Eight of the Work Program, which requires Monroe County to "complete projects identified in the Stormwater Management Master Plan," is arbitrary and capricious and contravenes the law implemented. In support of this contention, Petitioners assert that the Proposed Rule does not identify the name or number of stormwater projects that are to be completed. Petitioners argue that by referring only to "projects," without specifying the name or number of the projects to be completed, the Proposed Rule may require that only a minimum of two projects be completed. The reasonable interpretation of Task M is that Monroe County is required to complete all the remaining projects identified in the Stormwater Management Master Plan. This meaning is supported by a review of related tasks in the previous years of the Work Program. For example, Year Six of the Work Program required Monroe County and other designated agencies to "initiate construction of selected projects as identified in the Stormwater Management Master Plan." Year Seven of the Work Program required that Monroe County and other agencies "continue implementing selected projects identified in the Stormwater Management Master Plan." Petitioners contend that Task P in Year Eight of the Work Program, which requires Monroe County to "provide up to $10 million in bond financing from the Tourist Impact Tax for acquisition of land for workforce housing and affordable housing sites," is arbitrary and capricious and contravenes the law implemented. As a basis for this contention, Petitioners claim that Task P sets a vague requirement which could be met by simply providing $1.00 in bond financing to provide a need which the State and Monroe County claim is important enough to justify the permitting increase allowed by Proposed Rules 28-18.210 and 28-20.110. Contrary to Petitioners' assertions, the requirement to provide $10 million in bond financing could not be met by providing $1.00 in bond financing. The $10 million figure represents the approximate amount of bond financing that will be provided. For the reasons stated above, it is not possible to include an exact amount in this Work Program requirement. The Work Program for Year Nine provides that the following tasks be done between July 13, 2005, through July 12, 2006: In coordination with the Florida Key Aquaduct Authority and Key Largo Sewer District, initiate the process to obtain $80 million in bond financing secured by connection fees. Secure site for lower Keys and Key Largo wastewater facilities. Petitioners contend that Task A for Year Nine for the Work Program, which requires that Monroe County, "in coordination with the Florida Keys Aqueduct Authority and the Key Largo Sewer District, initiate the process to obtain $80 million in bond financing secured by connection fees," is arbitrary and capricious and contravenes the law implemented. Petitioners contend that Task A, which requires that Monroe County only "initiate" the process necessary to obtain the required bond financing, and does not require that the funds be secured and dedicated to actual improvements, delays funding to remedy a critical water quality problem. The reasonable meaning of the provision in Task A, that Monroe County will initiate the process to obtain "80 million in bond financing secured by connection fees," is that Monroe County will take all steps legally necessary to accomplish obtaining the bond financing. Petitioners contend that Task B of Year Nine of the Work Program, which requires Monroe County to "secure a site for lower Keys and Key Largo wastewater facilities," is arbitrary and capricious and contravenes the law implemented, because it delays an important remedy to a critical water quality problem. Task B reasonably requires that one of the first steps that must be taken prior to constructing any wastewater facility is to secure a site. Irrespective of the need for the wastewater facilities specified in Task B, unless a site is secured, no construction can occur. Proposed Rule 28-20.110(1), which amends Policy of the Monroe County Comprehensive Plan by adding Year Ten to the Work Program, provides the following: Year Ten (July 13, 2006 through July 12, 2007) Award Contract for design, construction, and operation of lower Keys and Key Largo wastewater facilities. Begin construction of the lower Keys and Key Largo wastewater plants. Initiate connections to lower keys and Key Largo wastewater systems. Complete construction and hookups for Bay Point, Conch Key and Key Largo Trailer Village/Key Largo Park. Obtain $80M in bond financing secured by connection fees Petitioners contend that Task A, which requires Monroe County to award a contract for design, construction, and operation of the lower Florida Keys and Key Largo wastewater facilities, is arbitrary and capricious and contravenes the law implemented, because it delays an important remedy to a critical water quality problem. Petitioners also contend that Task D, which requires that construction and hookups for specified areas be completed, and Task E, which requires Monroe County to obtain $80 million in bond financing secured by connection fees, are arbitrary and capricious and contravene the law implemented. That Tasks A, D, and E are required to be completed in Year Ten of the Work Program, between July 13, 2006, and July 12, 2007, is reasonable in view of the steps that must be taken prior to completing the responsibilities provided in those tasks. Petitioners contend that Task B, which requires Monroe County to "begin construction of the lower Florida Keys and Key Largo Trailer Village/Key Largo Park wastewater plants" between July 13, 2006, and July 12, 2007, is arbitrary and capricious and contravenes the law implemented. Petitioners assert that this portion of Proposed Rule 28-20.110 delays an important remedy to a critical water quality problem and does not require the completion of construction or the hookup and operation of the necessary facility. Task B of the Work Program, to begin construction of the lower Florida Keys and Key Largo wastewater plants, reasonably and logically follows the task in the preceding work year that required Monroe County to secure a site for the lower Florida Keys and Key Largo wastewater facilities. Given this chronology, it is reasonable that Task B does not require that the specified wastewater facilities be completed and fully operational the same year that construction begins. Petitioners contend that Task C of Year Ten of the Work Program, which requires Monroe County and Largo Sewer District to "initiate connections to lower Keys and Key Largo wastewater systems," is arbitrary and capricious and contravenes the law implemented. As a basis for this contention, Petitioners assert that Task C does not require the completion of connections and operation of the system, but requires only the undefined "initiation" of connections. Task C, which requires Monroe County to "initiate connections" to the lower Florida Keys and Key Largo wastewater facilities, is not arbitrary and capricious. Given the purpose of this task, this provision reasonably requires Monroe County to begin connecting units to the wastewater facilities. Even without a precise number, the reviewing agencies can evaluate the Work Program for Year Ten, including Task C, and determine if Monroe County has made substantial progress. City of Marathon Work Program Under Proposed Rules Proposed Rule 28-18.210 adds Year Eight and Year Nine to the existing Work Program in Policy 101.2.14 of the Marathon Comprehensive Plan. The tasks in the Work Program, many of which implement the Partnership Agreement, include tasks related to the construction of wastewater facilities, affordable housing, and hurricane evacuation. Year Eight of the Work Program of the Marathon Comprehensive Plan include, in relevant, part the following tasks: Year Eight (July 12, 2004 through July 12, 2005) Begin construction of wastewater collection lines for Little Venice Phase II by December 2004. Work with the Florida Keys Aqueduct Authority to initiate bond financing for citywide sewer facilities and to develop a schedule of events necessary to initiate process by December 2004. Develop and advertise a Request for Proposal for the design, construction, operation of Marathon Central Wastewater System by December 2004. Obtain necessary bond financing (60% of projected sewer cost) secured by connection fees by December 2004. Award contract for design, construction and operation of Marathon Central Wastewater System by December 2004. By January 2005, identify potential acquisition sites for affordable work force housing. Establish a partnership with non- profit organizations in order to construct affordable housing using additional state funds. Evaluate strategies to increase the time that affordable housing remains affordable; establish a maximum sales price for work force housing and establish a ceiling on down payments that are not subsidized by public programs; and amend comprehensive plan and/or land development regulations. * * * Develop a map or list of real estate numbers of lots containing environmentally sensitive lands in need of acquisition and submit to the Department of Community Affairs by July 2004. Assist the state in land acquisition efforts by establishing a land acquisition advisory committee to prioritize proposed acquisitions by July 2004. Complete a comprehensive analysis of hurricane evacuation issues in the Florida Keys and develop strategies to reduce actual hurricane clearance times and thereby reduce potential loss of life from hurricanes. Year Nine of the Work Program of the Marathon Comprehensive Plan includes in relevant part the following tasks: Year Nine (July 13, 2005 through July 12, 2006) Begin construction of Phase I of Marathon Central Wastewater System by January 2006. Evaluate wastewater master plan and indicate areas, if any, that will not receive central sewer. For any area that will not be served by central sewer, develop a septic tank inspection program and begin implementation of the program by September 2005. * * * E. Develop and implement a Building Permit Allocation System that discourages and limits development in environmentally sensitive areas within the proposed Marathon comprehensive plan by July 2005. Petitioners contend that Proposed Rule 28-18.210(1), which establishes the Work Program for Years Eight and Nine, is arbitrary and capricious and contravenes the law implemented, because it fails to adopt regulation and plan changes, or requires same, to protect terrestrial habitat to the extent shown necessary in the Carrying Capacity Study. The mere fact that the proposed Work Plan for Years Eight and Nine of the Marathon Comprehensive Plan does not address habitat protection, does not make those provisions arbitrary or capricious. Neither does it mean that they contravene law. In this case, it reflects that the Work Plan emphasizes other issues relevant to the City of Marathon Comprehensive Plan. Siting Utilities and Public Facilities The siting of public facilities in Monroe County is governed by existing Policy 101.12.4 in the Monroe County Comprehensive Plan. According to that policy, Monroe County requires that an "analyses be undertaken prior to finalizing plans for the siting of any new or significant expansion (greater than 25 percent) of any existing public facility," and that the analyses include "an assessment of needs, evaluation of alternative sites and design alternatives for the selected sites and assessment of direct and secondary impacts on surrounding land uses and natural resources." With regard to the assessment impacts on surrounding land uses and natural resources, existing Policy 101.12.4 provides the following: The assessment of impacts on surrounding land uses and natural resources will evaluate the extent to which the proposed public facility involves public expenditures in the coastal high hazard area and within environmentally sensitive areas, including disturbed salt marsh and buttonwood wetlands, undisturbed beach berm areas, units of the coastal barrier resources system, undisturbed uplands (particularly high quality hammock and pinelands), habitats of species considered to be threatened or endangered by the state and/or federal governments, consistent with 105.2.1 offshore islands, and Conservation Land Protection Areas. Proposed Rule 28-20.110(2) amends existing Policy 101.12.4, which deletes the term "Conservation Land Protection Areas" from the category of areas included as environmentally sensitive areas, as quoted above, and replaces it with the term, "Natural Areas (Tier I)." Proposed Rule 28-20.110(2) also adds the following provision to existing Policy 101.12.4. Except for passive recreational facilities on publicly owned land, no new public community or utility facility other than water distribution and sewer collection lines or lift stations, and the existing Key Largo Wastewater Treatment Facility, shall be allowed within the Natural Areas (Tier I) unless it can be accomplished without clearing of hammock or pinelands. Exceptions to this requirement may be made to protect the public health, safety and welfare, if all the following criteria are met: No reasonable alternatives exist to the proposed location; and The proposed location is approved by a super-majority of the Board of County Commissioners. Petitioners contend that Proposed Rule 28-20.110(2), discussed above, is arbitrary and capricious and contravenes the law implemented. Petitioners assert that the Proposed Rule allows the siting of public facilities in terrestrial habitats (CNA or Tier I) and also allows water distribution and sewer collection lines or lift stations to be built as a matter of right in a CNA or Tier I, contrary to the findings of the Carrying Capacity Study. Petitioners also contend that the provision in the Proposed Rule, discussed above, is vague, because it refers to the term "natural areas," but is intended to mean CNAs. In the recent past, a decision to site a sewage treatment facility in an environmentally sensitive hammock elicited considerable controversy. Ultimately, Monroe County and the DCA agreed that public facilities should not be located on environmentally sensitive land. The proposed change to Policy 101.12.4 strengthens the policy by requiring approval of a super majority of the Monroe County Board of County Commissioners (County Commission) for an exemption. This also adds specificity to the policy and provides more protection for natural areas and, thus, improves protection of environmentally- sensitive habitat. Contrary to Petitioners' assertion, the term "natural area" is not vague. The Monroe County Comprehensive Plan currently includes Goal 105, which describes a detailed land classification system. "Natural Area (Tier I)" represents natural areas that can be targeted for acquisition and is an updated term. On the other hand, the term "Conservation Land Protection Areas" refers to lands targeted for acquisition by federal and state agencies. ROGO Exemption for Public Facilities Both Monroe County and Marathon have a "Rate of Growth Ordinance," also known as ROGO. A site proposed for development is ranked based on the environmental sensitivity of the property and receives negative points for greater environmental sensitivity. A site proposed for development can also receive positive points for such things as providing its own water system or elevation above the minimum flood insurance elevation. Monroe County and the City of Marathon award their annual allocation of development permits to the top-scoring sites. Proposed Rule 28-20.110 will make several modifications to the ROGO point allocation system in the Monroe County Comprehensive Plan. Existing Policy 101.3.4 of the Monroe County Comprehensive Plan provides that "public facilities shall be exempted from the requirements of the Permit Allocation System for new non-residential development." The existing policy also provides that certain development activity by enumerated federally tax-exempt, not-for-profit organizations "may be exempted from the Permit Allocation System by the County Commission after review by the Planning Commission upon a finding that such activity will predominantly serve the County's non- transient population." Proposed Rule 28-20.110(3) amends existing Policy 101.3.4 by requiring that the County Commission make an additional finding as a condition of exempting certain development activity by certain federally tax-exempt not-for- profit organizations from the Permit Allocation System. Pursuant to the proposed rule, the County Commission must also find that the "development activity is not planned within an area proposed for acquisition by governmental agencies for the purpose of resource protection." Petitioners contend that the provision of Proposed Rule 28-20.110(3), discussed above, is arbitrary and capricious and contravenes the law implemented in that the development activities of the federally tax-exempt, not-for-profit organizations covered by the proposed rule allows development activity on some environmentally-sensitive areas and is inconsistent with the Carrying Capacity Study. Existing Policy 101.3.4 allows development activity by not-for-profit organizations without a permit allocation because such development does not include overnight accommodations which might impact hurricane evacuation. Since a permit allocation was not necessary, such development was not affected by the negative points awarded for development in an area proposed for acquisition for resource protection. However, some not-for- profit organizations proposed development in environmentally- sensitive areas. The proposed change will prevent ROGO-exempt development on such lands and improve the protection of environmentally-sensitive habitat. Lot Aggregation Existing Policy 101.5.4, of the Monroe County Comprehensive Plan addresses the issue of lot aggregation and provides that "points shall be assigned to Allocation Applications for proposed dwelling units, which include a voluntary reduction of density permitted as of right within subdivisions (residential units per legally platted, buildable lots) by aggregating vacant, legally platted, buildable lots." This policy sought to reduce density within subdivisions by awarding or assigning positive points to applicants who aggregated two or more contiguous, vacant, legally buildable lots. The existing policy motivated and allowed applicants to purchase any contiguous property in order to be awarded additional points and, thus, increased their chances of receiving an allocation, even if the lots were in areas targeted for public acquisition for resource protection. Proposed Rule 28-20.110(4) amends Policy 101.5.4, Subsection 3, by prohibiting the awarding of points to Allocation Applications "for lot aggregation within those areas proposed for acquisition by public agencies for the purpose of resource protection." Petitioners assert that the proposed rule is arbitrary and capricious and contravenes the law implemented because it fails to adequately protect terrestrial habitat to the extent shown necessary in the Carrying Capacity Study. The basis of Petitioners' assertion is that under Proposed Rule 28-20.110(4), an applicant can get positive points for aggregating habitat, if the area is not proposed for acquisition by public agencies for the purpose of resource protection. Proposed Rule 28-20.110(4) will direct applicants seeking to be awarded additional points for "lot aggregation away from areas proposed for acquisition by public agencies for resource protection and, thereby, improve protection of terrestrial habitat. Clearing of Native Vegetation Existing Policy 205.2.7 of the Monroe County Comprehensive Plan provides that the "clearing of native vegetation shall be limited to the immediate development area." Under the existing policy, an applicant with aggregated lots would demand to clear a portion of both lots, so that a large portion of all of the lots would be cleared. Proposed Rule 28-20.110 amends existing Policy 205.27.7 by adding the following provision relating to the clearing of vegetation areas where Allocation Applications have received points for lot aggregation: For applications that receive points for lot aggregation under the Permit Allocation System for residential development, clearing of vegetation shall be limited to the open space ratios in Policy 205.2.6 or 5,000 square feet, whichever is less. The clearing of vegetation for ROGO applications that receive points for lot aggregation is also addressed in Proposed Rules 28-20.120(4), which adds a new provision, Regulation 9.5-347(e), to the Monroe County Land Development Regulations. That new provision is as follows: Section 9.5-347 (e) Lot Aggregation and Clearing: For ROGO applications that receive points for lot aggregation under Section 9.5-122.3 (a)(3), clearing of vegetation shall be limited to the open space ratios in paragraph (b) above or five-thousand (5,000) square feet, whichever is less. Petitioners contend that Proposed Rules 28-20.110(b) and 28-20.120(4) are arbitrary and capricious and contravene the law implemented, because they do not prohibit clearing of aggregated lots and are inconsistent with the Principles Guiding Development and with the Carrying Capacity Study. Notwithstanding Petitioners' assertions, even though the proposed rules do not prohibit all clearing of native vegetation, they will limit the amount of clearing for applicants who receive a ROGO allocation based upon lot aggregation. Under Proposed Rule 28-20.120(4), the clearing will be limited to an amount necessary to construct a reasonably-sized house. Technical Coordination Letter Proposed Rule 28-20.110(5), which will add a new policy, Policy 101.5.11, to the Monroe County Comprehensive Plan, provides the following: If not listed in the document "Parcels Not Located in Threatened and Endangered Species Habitat and Not Subject to FWS Consultation", or involving minor development activity exempted by the U.S. Fish and Wildlife Service (USFWS)", any application for a ROGO or NROGO allocation shall contain a technical coordination letter from the USFWS. The County shall consider the recommendations of the USFWS's technical coordination letter in the issuance of the subject permit, except that if a low-effect habitat conservation plan is required by USFWS, the mitigation requirements of that plan shall be incorporated in the conditions of the permit. As a result of federal litigation, the U.S. Fish and Wildlife Service ("USFWS") created a list of "Parcels Not Located in Threatened and Endangered Species Habitat and Not Subject to FWS Consultation." Monroe County and the DCA have developed the practice of requiring a technical coordination letter from the USFWS for development on parcels that are not on that list or are not otherwise exempt from USFWS review. Proposed Rule 28-20.110(5) incorporates into the Monroe County Comprehensive Plan a current practice that resulted from federal litigation. Monroe County Land Development Regulation 9.5-120 Proposed Rule 28-20.120(1) adds the phrase "species of special concern" to the following terms defined in Section 9.5-120(b) of the Monroe County Land Development Regulation as shown by the underlining: (1) "Known habitat of threatened/endangered animal species or species of special concern"; (2) "Potential habitat of threatened/endangered animal species" or species of special concern; and (3) Wide-ranging threatened/endangered animal species or species of special concern. This proposed change will conform the land development regulations to the Monroe County Comprehensive Plan by expanding the list of species that result in negative points under the Permit Allocation System to include "species of special concern." Existing Regulation 9.5-120(b) includes in the definitions of "known habitat of threatened/endangered animal species" and "potential habitat of threatened/endangered species" the sentence, "The county's threatened and endangered species maps shall constitute prima facie evidence of the species unless determined otherwise by the director of environmental resources." The definition of "wide-ranging threatened/endangered animal species" includes the sentence, "The county's threatened and endangered species maps shall constitute prima facie evidence of wide-ranging threatened or endangered species unless determined otherwise by the director of environmental resources."8 Proposed Rule 28-20.120(1) amends Section 9.5-120(b) by deleting the phrase, "unless determined otherwise by the director of environmental resources" from the sentences quoted above. Proposed Rule 28-20.120(1)(a) adds the following provision to the section of Regulation 9.5-120, which defines the term "known habitat of threatened/endangered species or species of special concern": (1) . . . The county's threatened and endangered species maps shall constitute prima facie evidence of the species. Within areas designated for public acquisition for the purposes of resource protection, any threatened, endangered or species of special concern species observed on site while conducting a habitat evaluation shall be noted on the adopted Threatened and Endangered Species Maps. Such observations noted while conducting a habitat evaluation by County Staff Biologists, consultants certified by the County, conducting habitat evaluations, or state or federal agency representatives conducting field inspections shall also constitute evidence of species. Petitioners contend that the portion of Proposed Rule 28-20.120(1)(a), quoted above, is arbitrary and capricious. Petitioners assert that the Proposed Rule fails to account for potential observations of "known habitat of threatened/endangered animal species" on parcels that are not within "areas designated for public acquisition for purposes of resource protection." Also, Petitioners assert that the Proposed Rule limits observations of species required to be noted on the adopted threatened and endangered species maps to consultants or scientists on the parcel specifically to conduct an HEI analysis and fails to require field verification of the parcel. Proposed Rule 28.20.120(1)(a) will expand the circumstances in which observations of listed species will cause modification of the adopted threatened and endangered species maps. Under the present land development regulations, Monroe County modified the maps only if a county staff biologist observed a listed species and did not take into account other professional observations. Monroe County Land Development Regulation 9.5-122.3 Regulation 9.5-122.3(a)(8) of the Monroe County Land Development Regulations establishes and assigns evaluation criteria and point assignment for applications for proposed dwelling units in Monroe County. The existing regulation requires that negative points be assigned to applications that propose a dwelling unit within a "known habitat of a documented threatened/endangered species" and a "potential habitat of threatened/endangered species." Proposed Rule 28-20.120(2) adds the following language to Section 9.5-122.3.(a)(8),9 as shown by the underlined provisions: Point Assignment: Criteria: -10 An application which proposes a dwelling unit within a known habitat of a threatened/endangered species or a species of special concern. For species of special concern, negative points shall only be applied to areas designated for public acquisition for the purpose of resource protection. -5 An application which proposes a dwelling unit within a potential habitat of a threatened/endangered species or a species of special concern. For species of special concern, negative points shall only be applied to areas designated for public acquisition purposes of resource protection. Regulation 9.5-1223.(a)(8), as amended, adds "species of special concern" to the species covered by the existing regulation. Also, the amended regulation requires that negative points be assigned to applications that propose dwelling units in a habitat of a species of special concern, if the area is designated for public acquisition for purposes of resource protection. Petitioners contend that Proposed Rule 28-20.120(2), which amends Regulation 9.5-122.3(a)(8), is arbitrary and capricious. As a basis for this contention, Petitioners assert that even though the Proposed Rule increases situations where an application is awarded negative points, it decreases protection of habitat by limiting the negative point award only to habitat of special concern that have been designated for public acquisition. Proposed Rule 28-20.120(2) increases situations in which an application will be awarded negative points by adding "species of special concern" to the species covered by Regulation 9.5-122.3(a)(8). By awarding negative points as provided in the proposed rule, there is increased protection of habitat for species of special concern. Monroe County Land Development Regulation 9.5-336 Proposed Rule 28-20.120(3) amends Section 9.5-336(b) of the Monroe County Land Development Regulations as follows: (b) Review and Amendment: The existing conditions map may be refined to reflect conditions legally in existence on February 28, 1986. Such refinements shall be made pursuant to the procedures for typographical and drafting errors in section 9.5-511(e). The existing conditions map as referenced throughout this chapter is intended only to serve as a general guide to habitat types for the purpose of preliminary determination of regulatory requirements. The county biologist shall make the final determination of habitat type based upon field verification, except that existing conditions that reflect disturbed with hammock shall be classified as a low quality hammock. Unlawful conditions shall not be recognized when determining regulatory requirements. Petitioners contend that Proposed Rule 28-20.120(3) is arbitrary and capricious and contravenes the law implemented because it does not protect all habitat. The existing conditions map was prepared in the 1980s. Many of the sites designated on the map as "disturbed with hammock" have re-vegetated since then. The proposed change will protect those sites by requiring clustering away from the hammock and by controlling the amount of allowed clearing. Hurricane Evacuation Monroe County and Marathon face a unique hurricane evacuation challenge. There is only one road out of the Florida Keys, and everyone must use that road to evacuate. For a Category 3 or greater hurricane, all areas of the Florida Keys must be evacuated because of the low elevations, the vulnerability to storm surge, and the logistics of post-disaster recovery. The Monroe County Comprehensive Plan and the Marathon Comprehensive Plan currently state that each ". . . shall reduce hurricane evacuation clearance times to 24 hours by the year 2010." The 24-hour standard was adopted by the Administration Commission at the conclusion of prior litigation over the Monroe County Comprehensive Plan. The term "hurricane evacuation clearance time" refers to the time that the emergency managers must call the evacuation before the arrival of tropical storm force winds. Hurricane evacuation clearance time includes both the time for citizens to mobilize (i.e., get their affairs in order, shelter their houses, take care of their belongings), and the time to evacuate the vehicles from the roadway. Tropical storm force winds typically arrive eight to 12 hours before the eye of the storm. In order to achieve a 24-hour hurricane evacuation clearance time, emergency managers must call the evacuation 32 to 36 hours before the arrival of the eye. The DCA contracted with Miller Consulting, Inc., to create a computer model to estimate the actual hurricane evacuation clearance time for the Florida Keys. The Miller model provides the best available data and analysis for estimating the clearance time. The latest run of the Miller model performed by the DCA using 2000 Census data, supplemented with development permit data up to August 2004, provides the best estimate of clearance time. This run of the Miller model estimates a hurricane evacuation time of 23 hours and 56 minutes to reach the beginning of the Homestead Extension of the Florida Turnpike on the mainland, and 24 hours and 48 minutes to reach the hurricane shelter at Florida International University ("FIU"). The beginning of the Florida Turnpike in Florida City is the appropriate endpoint for hurricane evacuation clearance time estimates. Florida City is a point of relative safety outside of the Category 3 vulnerability zone. Florida City is also the point of dispersal for the Florida Keys, where evacuees disperse to any number of destinations, such as South Dade, the FIU shelter, or a hotel in Orlando. The Miller model estimates that if those permit allocations are restored and the annual allocation is increased as described above, the hurricane evacuation clearance time next year will be 24 hours and four minutes. This exceeds the 24-hour standard adopted by the Administration Commission. Proposed Rule 28-20.110 adds the following requirement to Year Eight of the Work Program in Policy 101.2.13 of the Monroe County Comprehensive Plan and Policy 101.2.12 of the Marathon Comprehensive Plan: "Complete a comprehensive analysis of hurricane evacuation issues in the Florida Keys and develop strategies to reduce actual hurricane clearance times and thereby reduce potential loss of life from hurricanes." The Florida Keys' local governments have begun the comprehensive analysis of hurricane evacuation issues by convening a workgroup comprised of local government-elected officials and staffed by the DCA. The hurricane workgroup is considering alternative strategies to reduce clearance times, such as constructing an additional outbound lane, using transportation system management to create a temporary outbound lane, updating the assumptions for the Miller model, reducing transient occupancy, or calling the evacuation earlier. The working group must develop a strategy that balances or accommodates development and also addresses hurricane clearance times. The hurricane workgroup must do much more than simply squeeze a few more minutes out of the Miller model. There are currently 13,000 to 14,000 vacant platted lots in the Florida Keys, which must be allowed to develop or must be purchased by government. On average, 3,000 dwelling units generates about one hour of clearance time. As an example, if 8,000 or so lots were purchased for habitat protection, then two more hours of clearance time will be needed to accommodate the remaining 5,000 or 6,000 lots. The hurricane workgroup must develop a strategy to handle the amount of development permitting that can be expected and a program to acquire the balance of the vacant lots. Affordable and Workforce Housing There is an affordable housing crisis in the Florida Keys. The geography of the Florida Keys hinders the ability of working families in the Florida Keys to find affordable housing. Unlike other expensive areas, such as Boca Raton, working families cannot find affordable housing nearby; the nearest area where housing prices are affordable is the mainland in Dade County. From 1999 to 2003, there were 693 allocations for affordable housing units in the Florida Keys. This amount includes all the allocations for affordable housing units for that time period, even those allocations for which affordable housing units were not constructed. The number of affordable housing allocations issued from 1999 to 2003 and the number being issued under the existing Comprehensive Plans of Monroe County and the City of Marathon, are not sufficient to address the need for affordable housing. The Partnership Agreements recognize and address the affordable housing shortfall by increasing the number of annual affordable housing allocations, restoring residential allocations lost in previous years, and providing funding for the acquisition of land and the construction of workforce housing. As discussed above, Proposed Rule 28-20.110 implements the provisions of the Partnership Agreement by amending the Monroe County Comprehensive Plan as follows: increasing the number of annual affordable housing allocations from 32 to 71; (2) reallocating 140 unused allocations to affordable housing; and (3) requiring that the affordable housing remain affordable in perpetuity. Additionally, as specified in paragraph 60, the Work Program in Proposed Rule 28-20.110 requires Monroe County to complete tasks which will be an improvement of the affordable housing situation in Monroe County. As discussed above, Proposed Rule 28-18.210 implements the Partnership Agreement by amending the City of Marathon Comprehensive Plan as follows: (1) increases the overall number, though not the percentage, of allocations for affordable housing to six; (2) restoring 65 unused allocations for affordable housing; and (3) requiring that the affordable housing remain affordable in perpetuity. Also, as specified in paragraph 101, Proposed Rule 28-18.210 requires the City of Marathon to complete tasks that will result in improving the affordable housing issues in the City of Marathon. Proposed Rules 28-20.110 and 28-18.210 only partially address the affordable housing shortage in the Florida Keys. Nonetheless, the proposed amendments to the Comprehensive Plans of Monroe County and the City of Marathon will improve the current affordable housing shortage by increasing the number of affordable houses and providing the financial resources to make that more likely to occur. The Principles Guiding Development Subsection 380.0552(7), Florida Statutes (2004), provides in relevant part: PRINCIPLES FOR GUIDING DEVELOPMENT.- -State, regional, and local agencies and units of government in the Florida Keys Area shall coordinate their plans and conduct their programs and regulatory activities consistent with the principles for guiding development . . . . For the purposes of reviewing consistency of the adopted plan or any amendments to that plan with the principles for guiding development and any amendments to the principles, the principles shall be construed as a whole and no specific provision shall be construed or applied in isolation from the other provisions. . . . [T]he following shall be the principles with which any plan amendments must be consistent: To strengthen local government capabilities for managing land use and development so that local government is able to achieve these objectives without the continuation of the area of critical state concern designation. To protect shoreline and marine resources, including mangroves, coral reef formations, seagrass beds, wetlands, fish and wildlife, and their habitat. To protect upland resources, tropical biological communities, freshwater wetlands, native tropical vegetation (for example, hardwood hammocks and pinelands), dune ridges and beaches, wildlife, and their habitat. To ensure the maximum well-being of the Florida Keys and its citizens through sound economic development. To limit the adverse impacts of development on the quality of water throughout the Florida Keys. To enhance natural scenic resources, promote the aesthetic benefits of the natural environment, and ensure that development is compatible with the unique historic character of the Florida Keys. To protect the historical heritage of the Florida Keys. To protect the value, efficiency, cost-effectiveness, and amortized life of existing and proposed major public investments, including: The Florida Keys Aqueduct and water supply facilities; Sewage collection and disposal facilities; Solid waste collection and disposal facilities; Key West Naval Air Station and other military facilities; Transportation facilities; Federal parks, wildlife refuges, and marine sanctuaries; State parks, recreation facilities, aquatic preserves, and other publicly owned properties; City electric service and the Florida Keys Electric Co-op; and Other utilities, as appropriate. To limit the adverse impacts of public investments on the environmental resources of the Florida Keys. To make available adequate affordable housing for all sectors of the population of the Florida Keys. To provide adequate alternatives for the protection of public safety and welfare in the event of a natural or manmade disaster and for a post-disaster reconstruction plan. To protect the public health, safety, and welfare of the citizens of the Florida Keys and maintain the Florida Keys as a unique Florida resource. In determining whether the Proposed Rules are consistent with the principles, the principles should be considered as a whole. No specific provision should be construed or applied in isolation from other provisions. Ability to Manage Land Use and Development Principle A, set forth in Subsection 380.0552(7)(a), Florida Statutes, is "to strengthen local government capabilities for managing land use and development so that local government is able to achieve these objectives without the continuation of the area of critical state concern designation." Monroe County and the City of Marathon have evidenced a willingness and commitment to provide the funding required to meet the objectives of the Principles Guiding Development. Both local governments have included in the Proposed Rules tasks which reflect their understanding of the need to provide critical facilities, such as wastewater treatment facilities. While the need for such facilities has previously been acknowledged, the Proposed Rules provide a specific source of revenue to provide the needed facilities. Moreover, with regard to Monroe County, the proposed rules/regulations at issue in this proceeding strengthen the environmental protections measures in the Comprehensive Plans while allowing reasonable development. The proposed rules for Monroe County and the City of Marathon are consistent with Principle A. Environmental Issues Subsections 380.0552(7)(b), (c), and (e), Florida Statutes, are principles which require consideration of the impacts on the environment of the Florida Keys. Principle B is "to protect shoreline and marine resources, including mangroves, coral reef formations, seagrass beds, wetlands, fish and wildlife and their habitat." Principle C is "to protect upland resources, tropical biological communities, freshwater wetlands, native tropical vegetation (for example, hardwood hammocks and pinelands), dune ridges and beaches, wildlife and their habitat." Principle E is "to limit the adverse impacts of development on the water quality of water throughout the Florida Keys." Principle I is "to limit the adverse impacts of public investments on the environmental resources of the Florida Keys." The Proposed Rules of Monroe County and the City of Marathon include amendments to the Work Program which provide significant funding for sewage treatment systems that will enhance the protection of the shoreline and marine resources. The Proposed Rules of Monroe County and the City of Marathon are consistent with Principle B. The Proposed Rules of Monroe County improve protection of terrestrial habitat, limit clearing of native vegetation, and provide safeguards to ensure that parcels in threatened and endangered species habitat are protected. The proposed rules of Monroe County are consistent with Principle C. The portions of the Proposed Rules of the City of Marathon that are the subject of this proceeding do not specifically address Principle C. However, the Proposed Rules of the City of Marathon are not inconsistent with Principle C. Accordingly, the proposed rules of the City of Marathon are consistent with Principle C. The Proposed Rules of Monroe County and the City of Marathon limit the adverse impacts of development on the quality of water throughout the Florida Keys by the funding commitments that will hasten the construction of the sewage treatment facilities. The Proposed Rules of Monroe County and the City of Marathon are consistent with Principle E. The Proposed Rules do not encourage any public investment that would have an adverse impact on environmental resources. To the contrary, the Monroe County and the City of Marathon Proposed Rules provide for public investments in waste water improvements that are accelerated. Also, the Monroe County Proposed Rules prevent the construction of public facilities within a hammock area. The Proposed Rules of Monroe County and the City of Marathon are consistent with Principle I. Economic Development Principle D in Subsection 380.0552(7)(d), Florida Statutes, is "to ensure the maximum well-being of the Florida Keys and its citizens through sound economic development. The basis of the Florida Keys' economy is tourism, which is attracted by a clean and healthy environment. The increased protection of water quality that should be achieved by the hastened construction of sewage treatment facilities and the improved protection of habitat will strengthen the economy of the Florida Keys and provide the basis for a sound economic development. Also, the Proposed Rules balance environmental protection with property rights. The Proposed Rules of Monroe County and the City of Marathon are consistent with Principle D. Historical Character and Heritage Principle F in Subsection 380.0552(7)(f), Florida Statutes, is "to enhance natural and scenic resources, promote the aesthetic benefits of the natural environment and ensure that development is compatible with the unique historic character of the Florida Keys." Principle G in Subsection 380.0552(7)(g), Florida Statutes, is "to protect the historical heritage of the Florida Keys." The Proposed Rules of Monroe County and the City of Marathon will have little or no impact on the historic character and historical heritage of the Florida Keys. Thus, the Proposed Rules do no harm to either the historic character or historical heritage of Monroe County or the City of Marathon. Public Investments Principle H in Subsection 380.0552(7)(h), Florida Statutes, is "to protect the value, efficiency, cost- effectiveness, and amortized life of existing and proposed major life investments," including: The Florida Keys Aqueduct and water supply facilities; Sewage collection and disposal facilities; Solid waste collection and disposal facilities; Key West Naval Air Station and other military facilities; Transportation facilities; Federal parks, wildlife refuges, and marine sanctuaries; State parks, recreation facilities, aquatic preserves, and other publicly owned properties; City electric service and the Florida Keys Electric Co-op; and Other utilities, as appropriate. . . . The Proposed Rules of Monroe County and the City of Marathon do nothing to undermine the value, efficiency, cost- effectiveness or amortized life of existing major investments. Rather, the Proposed Rules will result in funding and timely construction of the major sewage and disposal facilities that are already contemplated by Monroe County and the City of Marathon's existing Comprehensive Plans. Affordable Housing Principle J in Subsection 380.0552(7)(j), Florida Statutes, is "to make available adequate affordable housing for all sectors of the population of the Florida Keys." The Proposed Rules include a one-time allocation of 165 permits for affordable housing in Monroe County and 65 permits for affordable housing in Marathon. The Proposed Rules will require all future affordable housing to remain as affordable in perpetuity, rather for a limited time frame. The Propose Rules are consistent with Principle J. Natural or Man-made Disaster and Post-Disaster Relief Principle K in Subsection 380.0552(7)(k), Florida Statutes, is "to provide adequate alternatives for the protection of public safety and welfare in the event of a natural disaster or man[-]made disaster and for a post[-]disaster reconstruction plan." The Proposed Rules require officials of Monroe County and the City of Marathon to participate with other Florida Keys' local governments in a comprehensive analysis of hurricane evacuation issues. The Proposed Rules are consistent with Principle K. Health, Safety, and Welfare of Citizens and Maintenance of Florida Keys as Unique Resource Principle L in Subsection 380.0552(7)(l), Florida Statutes, is "to protect the health, safety, and welfare of the citizens of the Florida Keys and maintain the Florida Keys as a unique Florida resource." The Proposed Rules of Monroe County include provisions that increase protection of upland habitat and require a moratorium on ROGO/NROGO applications in hammocks and pinelands, revisions to the CNA maps, and amendments to the land development regulations. The Proposed Rules for Monroe County and the City of Marathon will improve the water quality by providing funding for and hastening the construction of sewage treatment facilities. The Proposed Rules of Monroe County and the City of Marathon will provide more permit allocations for affordable housing, require Monroe County to approve bond funding for the construction of affordable housing, and provide that all future affordable housing remain affordable in perpetuity. Also, the Proposed Rules require Monroe County and the City of Marathon to participate in a Florida Keys wide analysis and solution to the hurricane evacuation problem. The Proposed Rules of Monroe County and the City of Marathon further the objective of and are consistent with Principle K. The Proposed Rules of Monroe County and the City of Marathon are consistent with Principle L.
Findings Of Fact Petitioner is a special taxing district providing fire protection and rescue services to the residents of the Estero area of Lee County. The fire station is located at 20241 Tamiami Trail, Estero, Florida. Petitioner employs 14 employees, including administrative staff and firefighters. The firefighters work 24 hours straight and then are off-duty for 48 hours. Two to four employees work each shift. Firefighting requires a fast response. Thus, Petitioner requires that on-duty firefighters remain at the station for their entire 24-hour shift, unless they are out fighting fires or performing rescue duties. The fire station contains an 8' x 13' bedroom with six mattresses located on three bunk beds. On-duty firefighters are allowed to bring pillows and sheets so they can sleep at the station while on duty. There are no dressers in the room, which contains small lockers that the firefighters may use to store a change of clothes. Petitioner provides kitchen facilities at the fire station and well water. The well water is used for washing equipment, taking showers, and flushing the toilet. The well water is not used for any other purposes, nor is it used by any other persons. Petitioner provides bottled water for drinking and cooking. All of the firefighters have residences apart from the fire station and within a reasonable commuting distance from the fire station. No firefighter has ever lived at the station. Petitioner does not charge, or reduce the pay of, the firefighters for their use of the limited sleeping facilities. Petitioner lawfully does not treat the use of the limited sleeping facilities by firefighters as gross income for the purposes of withholding federal income tax or making social security contributions. By letter dated July 18, 1995, Respondent informed Petitioner that the fire station's water system is a limited use community water system because the sleeping facilities constituted rental residences, as defined by Rule 10D- 4.024(21), Florida Administrative Code. Respondent advised Petitioner that it was therefore required to obtain a permit. As noted in the following section, the statute authorizes Respondent to regulate as limited use community public water systems those systems serving a certain number of "rental residences." The statute does not define "rental residence." In Rule 10D-4.024(21), Respondent defines a "rental residence" as follows: a dwelling unit, a structure or part of a structure that is rented for use, or furnished with or without rent as an incident of employ- ment, for use as a home, residence, sleeping place by one or more persons, a mobile home rented by a tenant. This term does not apply to facilities offering transient residency such as public lodging establishments. This term includes other facilities where residency or detention is incidental to the provision of medical, geriatric, educational, counseling, religious, or similar services. Respondent equated a "rental residence" with a "dwelling unit" when it based its definition of "rental residence" on the statutory definition of "dwelling unit" in Chapter 83, Part II, Florida Statutes, which is the Florida Residential Landlord and Tenant Act. A "dwelling unit" is a "residence." The American Heritage dictionary defines a "dwelling" as "a place to live in; residence; abode." Similarly, the same dictionary's first definition of "residence" is "the place in which one lives; a dwelling; an abode." But the statutory definition qualifies "residential" with "rental." The word "rental" requires consideration of the nature of the relationship of the occupant to the dwelling and its owner. Obviously, the Florida Residential Landlord and Tenant Act addresses rental transactions, but it does not do so in the definition of "dwelling unit." Other provisions of the Act describe the kind of activity that must take place for a person to be considered a tenant renting a dwelling unit. Most importantly, Section 83.43(6) defines "rent" as "periodic payments due the landlord from the tenant for occupancy under a rental agreement " The facts of this case present a revealing illustration of the distinction between a "residence" or "dwelling unit," on the one hand, and a "rental residence," on the other hand. There is no rental relationship between the occupants of the sleeping quarters at the fire station and the residence or dwelling itself. The firefighters do not pay, directly or indirectly, for these beds or the rooms in which the beds are located. Their employer legitimately does not include the value of the use of these sleeping quarters in the compensation paid to the firefighters. The firefighters have residences within commuting distance of the fire station and use the meager sleeping quarters and kitchen facilities only because they are required to spend long hours continuously at the fire station.
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.
Conclusions Having considered the entire record in this cause, it is concluded That all statements contained within the petition have been found to be true and correct. That the creation of the district is consistent with applicable elements or portions of the state comprehensive plan and the St. Lucie County Growth Management Plan, as amended. That the area of land within the proposed district is of sufficient size, is sufficiently compact, and is sufficiently contiguous to be developable as one functional interrelated community. That the district is the best alternative available for delivering community development services and facilities to the area that will be served by the district. That the community development services and facilities of the district will be compatible with the capacity and uses of existing local and regional community development services and facilities. That the area that will be served by the district is amenable to separate special-district government. DONE and ENTERED this 14th day of January, 1988, in Tallahassee, Leon County, Florida. DONALD R. ALEXANDER Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32399-1550 (904)488-9675 Filed with the Clerk of the Division of Administrative Hearings this 14th day of January, 1988. Appendix A (Names and Addresses of Witnesses) Joseph P. Strazzula, Post Office Box 3152, Fort Pierce, Florida 34948 Bruce Scott Benewitz, c/o Gee & Jenson, Post Office Drawer 4600, West Palm Beach, Florida 33402 Fred A. Greene, c/o Gee & Jenson, Post Office Drawer 4600, West Palm Beach, Florida 33402 Dr. Henry H. Fishkind, 201 North New York Avenue, Suite 300, Winter Park, Florida 32789 Exhibit 1 Appendix B (List of Documentary Evidence) St. Lucie County Context Nap Metes and Bounds Legal Description of District Warranty Deed of October 29, 1985 Conceptual Phasing Plan of District Conceptual Water and Wastewater Master Plan of District Estimated Infrastructure Construction Schedule and Cost 8A St. Lucie County Growth Management Policy Plan 8B St. Lucie County Ordinance No. 86-92 Economic Impact Statement Authorization of agent Exhibit 2 Letter of September 29, 1987 from Secretary Robertson to Sharyn Smith Exhibit 3A Copy of Notice published in Florida Administrative Weekly Exhibit 3B Notice of publication in The News Tribune Exhibit 3C1 Service of Notice of Hearing on Edgar A. Brown Exhibit 3C2 Service of Notice of Hearing on Joseph P. Strazzula Exhibit 3C3 Service of Notice of Hearing on Douglas S. Putnam Exhibit 3C4 Service of Notice of Hearing on Charles Stone, Jr. Exhibit 3C5 Service of Notice of Hearing on Dr. Kenneth Fulton Exhibit 3D1 Service of Notice of Hearing on St. Lucie County Attorney Exhibit 3D2 Service of Notice of Hearing on St. Lucie County Commission Chairman Exhibit 3E Service of Notice of Hearing on Secretary, Department of Community Affairs Exhibit 4A Notice of St. Lucie County meeting Exhibit 4B Copy of St. Lucie County Resolution No. 87-241 Exhibit 5 Copy of St. Lucie County Ordinance 86-92 Exhibit 6 County Context Map (enlargement) Exhibit 7 Existing and Abutting Land Use Map (enlargement) Exhibit 8 Conceptual Phasing Plan of District (enlargement) Exhibit 9 Corrected Table 3 of Economic Impact Statement Exhibit 10 Table 3 of Economic Impact Statement Exhibit 11 Table 1 of Economic Impact Statement COPIES FURNISHED: Richard S. Brightman, Esquire Post Office Box 6526 Tallahassee, Florida 32314 Glenn W. Robertson, Secretary Florida Land and Water Adjudicatory Commission The Capitol Tallahassee, Florida 32399-0001
The Issue The issue in this case is whether Florida Administrative Code Rule 40E-7.523(2)(c) is an invalid exercise of delegated legislative authority.*
Findings Of Fact The Parties 1. The District is a public corporation existing by virtue of Chapter 25270, Laws of Florida (1949), and operating pursuant to Chapter 373, Florida Statutes, and Title 40E-7, Florida Administrative Code, asa multipurpose water management district, with its principal office in West Palm Beach, Florida. 2. KRVSA is a Florida corporation whose members are substantially affected by the rule in question. 3. Phillip B. Griner is an individual who holds a Special Use License to use the Lower Reedy Creek Management Area/Rough Island Management Unit Protected Zone. He has been a member of KVSA since its inception in 1998 and was serving on its board of directors at the time of the final hearing.
Conclusions Based upon the foregoing Findings of Fact and Conclusions of Law, the Petition for Administrative Hearing is denied. DONE AND ORDERED this 19th day of December, 2003, in Tallahassee, Leon County, Florida. Pan ate J. LAWRENCE JOHNSTON Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 19th day of December, 2003.
Other Judicial Opinions A party who is adversely affected by this Final Order is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings are commenced by filing the original notice of appeal with Clerk of the Division of Administrative Hearings and a copy, accompanied by filing fees prescribed by law, with the District Court of Appeal, First District, or with the District Court of Appeal in the Appellate District where the party resides. The notice of appeal must be filed within 30 days of rendition of the order to be reviewed. 31
The Issue The issue for consideration in this case is whether the Department should impose administrative penalties in the form of fines, costs and points assessment because of the matters alleged in the Administrative Complaint and Order entered herein.
Findings Of Fact At All times pertinent to the issued herein, the Petitioner, SWFWMD, was the governmental agency responsible for the licensing of well contractors and the permitting of well drilling and abandonment within its jurisdictional area. Respondent, Edward Tanner, was a licensed water well contractor, holding license Number 2276 issued on July 21, 1982. On January 16, 1996, SWFWMD issued Well Construction permit 575267.01 to Respondent for the abandonment of a four-inch diameter water well on property owned by Mr. McCrimmon located at Five Tera Lane in Winter Haven. The well, a domestic water well, had failed and Respondent applied for a permit to construct a new well at the site and abandon the failed well. Stipulation Number Four of the permit issued to the Respondent provided that the well must be examined for debris or obstructions from the land surface to the original depth of construction, and further required that any debris or obstruction discovered be removed from the well prior to the commencement of abandonment. In addition, the stipulation called for the well to be plugged from bottom to top by an approved method of grouting. According to the permit, if any other method of abandonment was to be used, it must be approved in advance by specifically denoted District personnel. Though Respondent did not utilize the approved method of abandonment in this project, he did not apply for a variance from the District. Had he done so, he would have been required to show some emergency or hardship which would have prevented him from properly filling the abandoned well with cement from top to bottom and justified an alternative method of abandonment. In this case, Respondent plugged the well in issue, which was 210 feet in depth, from the land surface down to fifty five feet, utilizing six bags of portland cement. Deviation from the 210 foot plug required a variance to be granted by the District. Respondent did not seek this variance. Well abandonment is a regulated practice because, inter alia, improper abandonment may result in contamination of the aquifer. The well in question here is located in an area susceptible to contamination by ethylene dibromide, (EDB), recognized as a human carcinogen, which is known to be present in the area. In addition to failing to properly abandon the well, Respondent also failed to file a well completion report within thirty days of completion of his abandonment effort. The required report was submitted on June 10, 1996, nearly four months after it was due. Respondent relates that in January 1996, after he had worked on a well “commonly known” to be the subject of litigation, he was asked to try to fix the well in issue. When he saw the problem, he contends he repeatedly advised the authorities that the well was leaking sand and could not be cleaned out to the bottom as the District required. Therefore, to preserve the integrity of the well, he plugged it at a point below the break in the well lining. At that time, he told Mr. McCrimmon what the situation was and advised him the well needed to be abandoned, but he, Tanner, did not do that type of work. Respondent contends, supported by his son, that on January 16, 1996, while he was at Mr. McCrimmon’s property, he was told by Mr. Wheelus and Mr. Lee, both District officials, that Mr. Calandra, also a District official had said he, Tanner, had to pull a well abandonment permit or Calandra would not sign off on the new well. At that point, Respondent claims, he went to the District’s Bartow office to argue with Mr. Calandra, and asked Mr. Calandra to show him the law which supported Calandra’s position. Calandra persisted in his position and even, according to Respondent, bet with another District employees that Respondent had to do what he was told. This other employee does not recall any such bet. Therefore, under protest and only so he could get paid for the work he had done on the new well, Respondent agreed to pull the abandonment permit. At that time, he claims, he asked the District personnel in charge how many bags of concrete would be required to abandon the well and was told, “six”. When the time came to do the actual work, Respondent called for the required observer to be present from the District office, but because no one was available at the time, he was granted permission to do it without observation. He did the job as he felt it had to be done, and thirty days to the day after that, was served with the notice of violation. Respondent contends either that the witnesses for the District are lying in their denials of the coercive statements he alleges, or the situation is a conspiracy to deprive him of his civil rights. He does not believe a well contractor should be required to stay current regarding all the District rules regarding well construction and abandonment because the rules change so often. Respondent admits, however, that the rules in existence at the time in question required the filling of a well all the way down and that he did not do that nor did he seek a variance., He knew he was required to comply with the conditions of a permit. He also admits that a completion report was due within thirty days of work completion. In that regard, however, he contends that when the issue went into litigation, he felt the district would advise him of what he had to do. In this he was mistaken, but he was not misled into believing so by anything done or said by District personnel. Taken together, the evidence does not demonstrate that anyone from the District staff coerced Respondent into abandoning the well. He was issued a permit to drill the new well for Mr. McCrimmon with no conditions thereon. By the same token, the abandonment permit he obtained did require the complete clearing and total plugging of the abandoned well, and this was not done. The costs incurred by the District in the investigation and enforcement of this alleged violation totaled in excess of $500.00.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is recommended that the Southwest Florida Water Management District enter a final order finding Respondent, Edward Tanner, guilty of improperly abandoning the well in issue and failing to file the required report in a timely manner, and assessing enforcement costs in the amount of $500.00 in addition to an administrative fine of $250.00. DONE and ENTERED this 29th day of January, 1997, in Tallahassee, Florida. ARNOLD H. POLLOCK Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (904) 488-9675 SUNCOM 278-9675 Fax Filing (904) 921-6947 Filed with the Clerk of the Division of Administrative Hearings this 29th day of January, 1997. COPIES FURNISHED: Margaret M. Lytle, Esquire Southwest Florida Water Management District 2379 Broad Street Brooksville, Florida 34609-6899 Edward Tanner 1137 Saint Anne Shrine Road Lake Wales, Florida 33853 Peter G. Hubbell Executive Director Southwest Florida Water Management District 2379 Broad Street Brooksville, Florida 34609-6899
Findings Of Fact On April 22, 1994, Respondent, Southwest Florida Water Management District (SFWMD), published proposed amendments to Rule 40D-4.051 in the Florida Administrative Weekly, Volume 20, Number 16, at page 2450. The portions which are the subject of this proceedings are as follows: * 40D-4.051 Exemptions <<(1) Exemptions are found in>> [[The following activities are exempt from permitting under this chapter: The activities specified in]] Sections 373.406, Florida Statutes. (2)-(7) No Change. * Note: In the above quotation, language added to the statute is within the <<>>; deleted language is within the [[]]. On May 13, 1994, Petitioner, Gerald A. Robbins, filed a Petition to Challenge Proposed Rule 40D-4.051. On May 20, 1994, Petitioner filed an Amended Petition to Challenge Proposed Rule 40D-4.051. In its rule challenge, Petitioner requests that 40D-4.051(1) be rewritten as follows: "Exemptions are as found in Sections 373.406 AND 403.927 Florida Statutes." On July 1, 1994, Respondent withdrew its proposed amendment to Subsection (1) of Rule 40D-4.051. The following Notice of Withdrawal appeared in Florida Administrative Weekly, Volume 20, No. 26: Southwest Florida Water Management District RULE TITLES: RULE NOS.: Exemptions 40D-4.051(1) NOTICE OF WITHDRAWAL Notice is hereby given that the above proposed rule amendment, published in the Florida Administrative Weekly, Volume 20, Number 16, on Page 2450, April 22, 1994, have (sic) been withdrawn. This is the sole subsection being withdrawn from rulemaking pursuant to Section 120.54(13)(b), Florida Statutes. The remainder of the proposed amendments to Section 40D-4.051, Florida Administrative Code remains subject to Section 120.54(1), Florida Statutes. By Order dated June 28, 1994, the portion of Petitioner's rule challenge relating to Rule 40D-4.051(7) was dismissed. Petitioner appealed the Order to the Fifth District Court of Appeal, Gerald A. Robbins v. Southwest Florida Water Management District, Case No. 94-1717. The court denied Petitioner's Petition for Review of Non-Final Administrative Action by Order dated October 10, 1994.
