Findings Of Fact On November 13, 1990, the St. Johns River Water Management District (SJRWMD) Governing Board voted to issue to the University of North Florida (UNF), a Management and Storage of Surface Waters (MSSW) permit #4-031-0359GM for the construction and operation of a surface water management system associated with road and parking lot construction on the UNF campus in Jacksonville. On the same day, the board also voted to issue water resource management permit #12-031-0007G authorizing dredging and filling in waters of the state related to said road and parking lot construction. Petitioners timely petitioned for hearing, challenging the SJRWMD decision to award the permits. Neither the standing of the Petitioners nor the Intervenor is at issue in this proceeding. The UNF campus contains approximately 1000 acres in Duval County, Florida, and lies completely within the jurisdiction of the SJRWMD. The UNF is an agency of the State of Florida, and has the apparent authority to make application for the referenced permits. The UNF campus is designated as a wildlife sanctuary. Of the 1,000 acres, wetlands constitute approximately 450 acres. Prior to development of the UNF campus, the property was utilized for silviculture, with pine trees farmed and harvested on the land. The property was and continues to be crossed by numerous logging roads and trails. During the 1970's extensive alterations occurred in the property related to local development activity. Swamps and stream flows were disrupted. Wetlands headwaters were altered by the construction of lakes. Adjacent highways and office developments were constructed, borrow pits were utilized, and wetlands were filled. There is some planted pine forest, generally no more than 40 years old, remaining on the UNF campus. Much of the UNF property remains undeveloped and consists of a variety of common habitat, including pine flatwoods, oak hammocks, and various wetlands. The existing UNF campus is crossed by a series of wetlands located generally north to south through the property. The wetlands include Sawmill Slough, Buckhead Branch, Boggy Branch, and Ryals Swamp. The water in the area flows to the southeast. Previous construction of UNF Drive required the crossing of Buckhead Branch and the filling of portions of Boggy Branch. The UNF now proposes to construct approximately .66 miles of three lane roadway across the southern portion of the campus to connect the existing UNF access drive into a loop (the "loop" road), approximately .34 miles of two lane roadway from a point on the loop into an upland area in the southeastern part of the campus (the "eastern connector"), pave an existing parking lot near UNF nature trails, and construct related surface and stormwater management facilities. The purpose of the loop road project is to enhance access around the UNF campus. The eastern connector will provide access to an undeveloped upland area of the campus. The expansion is related to and required by the anticipated continued growth of the University. The on-campus silviculture logging roads and trails, which remain from the pre-development period, have long been utilized by the UNF community as nature trails. The trails bisect a substantial part of the remaining undeveloped campus. In 1978, approximately 12 miles of trails were listed by the UNF with the United States Department of the Interior as National Recreational Trails, a national collected listing of recreational trails. These named trails, (the "maintained trails" as identified below, and the White Violet, Switchcane, and Turkey Trace trails) were marked by means of paint blazing and signs. In some locations, such markings, and at least one sign remain visible, even though the paint markings have not been repainted since the original blazing occurred. The UNF is fiscally unable to maintain all twelve miles of trail for general public use. The UNF concentrates maintenance and education efforts on three of the trails, the Blueberry, the Red Maple and the Goldenrod (hereinafter referred to as the "maintained trails"). The maintained trails, approximately 6 miles in total length, are signed and marked to provide clear and safe direction through the area. For public use, the UNF provides educational materials related to the maintained trails. Approximately 17,000 persons use the maintained trails annually. Two rangers are employed to supervise the maintained trails. In the most recent two year fiscal period, about $21,000 has been spent rebuilding and upgrading parts of the maintained trails. The UNF provides no security for the logging trails (hereinafter the "unmaintained trails") which are not part of the maintained trail system, and does not encourage the use of the old logging roads as trails. The proposed road construction project will adversely affect the use of the unmaintained trails because the road projects will intersect and overlap several of the trails. The evidence fails to establish that the UNF is without authority to amend, alter, relocate or abandon trails listed with the United States Department of the Interior as National Recreational Trails, or that notice need be provided to the Department prior to such action. There are additional recreational facilities available on the UNF campus, including two jogging trails, as well as a multi-sport facility in the north part of the campus. Approximately 10 total miles of trails exist (including the maintained trails and excluding the unmaintained logging trails). Persons who travel to the maintained trails by automobile currently park in an unpaved lot. The proposed roadway construction for which permits are being sought includes expansion and paving of the nature trail parking lot. This improvement will provide for better access to, and increased utilization of, the maintained trails and eliminate maintenance problems experienced in relation to the unpaved parking area. Notwithstanding the adverse impact on current use of the unmaintained logging trails, the project will enhance recreational development. Operation of the stormwater system, which will result in improved water quality discharged into the receiving waters, will not adversely affect recreational development. Although the recreational values of the impacted unmaintained trails will be adversely affected, on balance the additional access to the maintained trails and the recreational opportunities presented elsewhere on the UNF campus negate the impact on the unmaintained trails. Construction of the roadway will adversely impact portions of the Boggy and Buckhead Branches, which contains wetlands (as defined by, and under the jurisdiction of, the SJRWMD) and waters of the State of Florida (as defined by, and under the jurisdiction of, the Florida Department of Environmental Regulation, which has authorized the SJRWMD to review projects on the DER's behalf). The extent of the wetland impact was determined by the UNF and corroborated by the SJRWMD in an reliable manner. The wetlands impact areas are identified as follows: Area 1, at the upper margin of Boggy Branch, includes slash pine canopy and mixed bay trees; Area 2 is primarily second growth loblolly bay canopy, dense undergrowth, swamp. The loblolly is approximately 20 years old; Area 3 is a west flowing connection between Boggy and Buckhead Branches; Area 4, (the Buckhead Branch crossing), is bay canopy and bottomland hardwood. Areas 1, 2 and 4 will require filling for the construction of the loop road. Area 3 requires filling for the construction of the eastern connector. A total of approximately 2.3 total acres of forested wetlands are included within the impacted area. Of the 2.3 acres identified as wetlands for MSSW permitting purposes, 1.5 acres are classed as waters of the state for purposes of dredge and fill permitting. The wetlands are generally classified as fair to poor quality, although there is a limited wetland area classified as fair to good quality. The wetlands impact of the project on wetland dependent and off-site aquatic species would, without mitigation, be unpermittable. The loop road project includes three drainage areas. Accordingly to plans, drainage area #1 is served by curbs and gutters into storm sewers and discharging into wet detention pond E, drainage area #2 is served by curbs and gutters into storm sewers and discharging into wet detention pond F, and drainage area #3 is served by curbs and gutters discharging into a dry retention swale located adjacent to the road. Stormwater management and treatment for the eastern connector will be provided by a swale system located adjacent to the eastern connector. The western portion of the loop road and the newly paved nature trail parking lot will be separately served by a dry swale system and two retention ponds at the newly paved nature trail parking lot. Wet detention ponds retain the "first flush" stormwater runoff and discharge the water at a reduced rate through a "bleed down" structure. Pollutant removal occurs when first flush runoff is retained and mixed with additional water. Pond and soil organisms and littoral plants provide additional treatment. Such ponds are effective and require minimal maintenance, generally involving removal of nuisance species and cleaning of the "bleed down" structure. Oil skimmers will prevent the discharge of oils and greases from the site. The wet detention ponds have side slopes no steeper than a 4 to 1 horizontal to vertical angle and will be mulched or vegetated to prevent erosion. Dry retention facilities retain the "first flush" runoff and attenuate peak stormwater discharge. The water within the dry swale is filtered as it percolates down through the soil. Maintenance of dry swale systems requires mowing and removal of silt buildup. The design of the system provides that the post development peak rate of discharge will not exceed the pre-development peak rate of discharge for a 24 hour duration storm with a 25 year return frequency. The project will not cause a reduction in the flood conveyance capabilities provided by a floodway. The project will not result in flows and levels of adjacent streams, impoundments or other water courses being decreased so as to cause adverse impacts. The projects detention basins will provide the capacity for the specified treatment volume of stormwater within 72 hours following a storm event. The project is not located in and does not discharge directly to Class I or Class II waters, to Class III waters approved for shellfish harvesting, or to Outstanding Florida Waters. The receiving waters for the system are Boggy and Buckhead Branches, both Class III surface waters. Operation of the system will not cause or result in violation of state water quality standards for the receiving waters. The discharge from the system will meet Class III water standards. There is no evidence that operation of the system will induce pollution intrusion. The design and sequence of construction includes appropriate Best Management Practice provisions for erosion and sediment control, including silt barriers and hay bales. Such provisions are required by the SJRWMD permit conditions. Silt barriers will completely enclose the dredging locations. The bottoms of silt curtains will be buried and will extend 3.5 to 4 feet above the land surface. Slopes will be stabilized by sodding or seeding. The locations of the wet ponds and dry swales, nearby the roadways, will facilitate maintenance activities. Maintenance requirements are included within the SJRWMD permit conditions and are sufficient to ensure the proper operation of the facilities. Although the Petitioners asserted that prior violations of SJRWMD rules related to water quality discharge by the UNF indicate that the UNF is not capable of effectively and adequately operating and maintaining the system, the evidence establishes that the permit conditions are sufficient to provide for such operation and maintenance. The project also includes replacement of an existing culvert at a connection between Boggy and Buckhead Branches. The existing culvert is impounding water during the wet season. The replacement culvert will be installed at the connection floor elevation and will serve to restore the natural hydrology. The new culvert will also be substantially larger than the existing pipe, and can allow fish and wildlife passage under the road. In order to mitigate the impact of the project on wetland dependent and off-site aquatic species, the UNF has proposed to create a 6.3 acre freshwater forested wetland at a site contiguous to Buckhead Branch. The wetlands creation project includes 2.9 acres of submerged wetlands and 3.4 acres of transitional wetlands. Of the 6.3 acres, 4.1 acres of the created wetlands are designated to mitigate the adverse impacts related to the dredge and fill activities. The mitigation proposal constitutes a ratio of 2.7 acres of wetlands creation for every acre of wetland impact. The mitigation site is a low upland pine flatwood and mesic flatwood area surrounded on three sides by wetlands related to Buckhead Branch. The mitigation area will be scraped down to a suitable level and over-excavated by six inches. The elevation of the proposed wetland creation area is based upon water table data and surveying of the Buckhead Branch, located adjacent to the proposed mitigation area, which serves as the wetlands reference area. The UNF monitors surface and ground water elevation in the proposed mitigation area and in Buckhead Branch, and records rainfall amounts. The hydrology of the proposed wetland creation area is based upon the connections of the created wetlands with Buckhead Branch and is sufficient to assure an appropriate hydroperiod. The six inch over-excavation will receive muck soils removed from the impacted wetland areas. The subsurface soils in the wetland creation area are, because of the existing water table level, compatible with the wetland creation. The muck soil will naturally contain seeds and tubers of appropriate vegetation. Additionally, wetland trees, based upon trees in adjacent wetland areas, will be planted in the wetland creation. Prior to planting, the UNF will be required to submit an as-built survey demonstrating that the hydrology and elevation newly- created wetland is proper. The UNF proposal to monitor and maintain the created wetland includes physical and aerial examination of the site, which will be protected by a deeded conservation easement. The monitoring and maintenance plan will continue for three years. The mitigation effort must achieve a ground cover of not less than 80% to be considered successful. Nuisance species will comprise less than 10% of the site's vegetation, and excessive nuisance species will be removed. The UNF is required to periodically report the status of the site to the SJRWMD. The mitigation proposal is adequately detailed and sufficient to offset adverse impacts to wetlands resulting from construction and operation of the system and the dredge and fill project. The wetland creation permit conditions indicate that the wetlands will function as designed and approved by the SJRWMD. The wetland creation is greater in size than the impacted wetlands, will replace the habitat and function of the impacted wetlands and will offset the adverse impacts of the loss of existing wetlands. There will be no impact on any threatened or endangered animal species. The evidence that such species utilize impacted sites is limited. Existing utilization of the impacted site will be accommodated by the remaining wetlands and the created wetland mitigation area. There is no evidence that fish will be adversely affected by the project. Construction and operation of the system will not cause adverse changes in the habitat, abundance, diversity or food sources of threatened and endangered species or off-site aquatic and wetland dependent species. More than five years ago, a bald eagle, listed as endangered by the State of Florida, was observed perched on an upland tree in an area where a retention pond will be constructed. The eagle was not nesting or feeding at the time of observation. The closest known eagle's nest is more than four miles away from the site. None of the impacted area provides appropriate feeding ground for a bald eagle. Colonies of red-cockaded woodpeckers exist between one and one half to ten miles away from the UNF campus. Red- cockaded woodpeckers have been observed on the UNF campus but not in the vicinity of the areas to be impacted by the project. Red- cockaded woodpeckers habitat pine trees at least 50 years old. While the existing pine may provide red-cockaded woodpecker habitat in the future, the pine trees to be impacted by this project are not suitable habitat for red-cockaded woodpeckers at this time. There are no pines on the UNF campus which would currently provide suitable red-cockaded woodpecker habitat. Woodstorks have been sighted on the UNF campus, but not in the impacted area or the mitigation area. Woodstorks feed in areas dissimilar to the impacted areas, therefore there should be no impact on the species. Gopher tortoises have been observed on the UNF campus, but not in the impacted wetland areas or in the mitigation areas. There is no evidence that gopher tortoises would be impacted by this project. A number of animal species identified as wetland dependent have been observed on the campus. However, the evidence of actual utilization of impacted areas by such species is unclear as to frequency and manner of utilization. Such wetland-dependent species are capable of utilizing proximal habitat and will be absorbed by the unimpacted wetland acreage on the UNF campus. Further, the impact on potential habitat caused by the project will be effectively mitigated through the created wetland area. Five hooded pitcher plants are located within the wetland impact area and will be destroyed by construction activities. The hooded pitcher plant is listed by the State of Florida as a threatened species, however, the plant is common in wet areas throughout Duval, Clay, St. Johns and Nassau Counties. Because the muck soils removed from the area will contain seeds, roots and rhizomes from existing vegetation, the plants will likely reproduce in the created wetland area which will contain the muck soil removed during the permitted construction activity. There is no evidence that the dredge and fill project will adversely affect public health, safety and welfare. There are no significant secondary impacts resulting from the proposed project. The SJRWMD considered the environmental impacts expected to occur related to the construction of the roadways for which the permits are sought. In this case, the anticipated secondary impact of the project relates to the effect of automobiles on existing wildlife. The evidence does not establish that there will be such an impact. The road poses no obstacle to wildlife migration. The replacement of the existing culvert with a new culvert at the proper ground elevation may provide enhanced access for some wildlife. The cumulative impacts of the project include the potential expansion of the eastern connector which would require the crossing of Boggy Branch, and future building construction in the southeast portion of the UNF campus. There is no evidence that such impacts, which would require additional permitting, could not be offset with additional mitigation at such time as the permitting is sought.
Recommendation Pursuant to notice, the Division of Administrative Hearings, by its duly designated Hearing Officer, William F. Quattlebaum, held a formal hearing in the above-styled case on June 11-12, 1991, in Jacksonville, Florida.
The Issue Whether Petitioner has provided reasonable assurance that the proposed project is not contrary to the public interest as set forth in Section 403.918(2)(a), Florida Statutes and Rule 17-312.300 et. seq., Florida Administrative Code. Whether Petitioner has reduced the environmental impacts of the project in conformance with Section 403.918, Florida Statutes and Chapter 17-312.200, Florida Administrative Code. Whether the Respondent considered the cumulative impacts of the project pursuant to Section 403.919, Florida Statutes.
Findings Of Fact The Department of Environmental Regulation is the administrative agency of the State of Florida with the authority to administer the provisions of Chapter 403, Florida Statutes and the rules pertaining thereto with regard to matters involving water quality and the dredging and filling of wetlands, as defined therein. The Intervenor, Manasota-88, is a public interest environmental protection and conservation organization incorporated under the laws of the State of Florida as a not-for-profit corporation. Manasota-88 is a citizen of the State of Florida for purposes of Section 403.412(5), Florida Statutes and thereby has standing as a party in these proceedings. Petitioner, VQH, is the permit applicant and is a wholly owned subsidiary of Republic Bank of Clearwater, Florida who acquired the tract in foreclosure proceedings. Respondent, DER, is the affected state permitting agency. On November 18, 1989, VQH applied for a permit to dredge and fill wetlands on a site in southern Pasco County for purposes of commercial development. The site is comprised of both uplands and wetlands and is located on the east side of U.S. Highway 19 in Holiday, approximately one mile north of the Pasco County border with Pinellas County. After the Department denied the initial application VQH modified the application to reduce the to be destroyed wetlands from 14 acres to 11 acres and on November 17, 1992 the Department executed an Intent to Issue the subject permit to VQH. On December 4, 1992 Manasota-88 timely filed its petition to intervene in opposition to the grant of the permit and these proceedings followed. In addition to the above the parties stipulated the following are not issues in these proceedings. Water quality standards; Outstanding Florida Waters; Threatened or endangered species; Navigation, flow of water, erosion or shoaling, and Significant historical and archaeological resources. As stated in the notice of Intent to Issue (Exhibit 12) The project site consists of 94 ac. of forested uplands and wetlands. The wetlands on site are located along a drainage divide; they drain to both the Anclote River on the east and the Gulf of Mexico on the west through a series of ditches, roadway culverts, canals, and natural wetlands. The 52.52 ac. of wetlands on site are mature, red maple dominated swamps typical of the Anclote River flood plain. This site previously included cypress as one of the dominant canopy species, as noted by the number of remaining stumps, but appears to have been logged within the last 40 years. The canopy is currently dominated by red maple; also present are sweetbay, water oak, swamp laurel oak, water tupelo and cabbage palms. Due to the substantial conflict in the evidence in this regard the evidence was insufficient to establish the erstwhile dominance of cypress in this area. The development proposed is in the southwest corner of the 94-acre tract just east of U.S. 19. Near the center of the proposed development a bell- shaped upland area extends north from the southern boundary of the property. Petitioner proposed to fill to the east and west of the bell-shaped uplands some 8.9 acres. The other 2.1 acres included in this requested permit are for a road along the southern edge of the property which will be an extension of Society Drive and provide a needed east-west corridor in this part of Pasco County. The principal concern of those opposed to the granting of this permit is the filling of the wetlands between the bell-shaped area westward to U.S. 19. This area consists of hummocks originating from fallen trees or logs on which the hardwood trees are located. Between these hummocks are deep pockets which contain water for extended periods. As stated by one witness whose testimony was generally corroborated by other witnesses. The VQH wetland represents a complex ecosystem. Due to the relief, complex flow patterns, muck depths and overall age of the system there is a high diversity of habitat for aquatic fauna and wetland dependent animals. The deepest and most complex section of the system on the site is the area proposed for permanent destruction. The diversity of aquatic fauna of the area to be filled is a function of the permanency of the pools dotting the landscape. The longer the site is wet through an annual cycle the more likely aquatic fauna with long life cycles will flourish. As an example, a number of aquatic insects require 5 or more months to hatch out, mature and emerge as adults to complete the life cycle. The longer water remains on the site the greater the number of species adaptable to the conditions will flourish. The importance of this is to develop high diversity and a well balanced population of not only the invertebrates but also the fishes and other animals dependent on these invertebrate life forms for food. (Exhibit 17, p.6) The project application is one of the most controversial ever received by the DER Southwest District Office, not only because of the proposed destruction of a valuable wetland area but also because of the high visibility of this project as one of the few undeveloped areas along the U.S. 19 corridor. A genuine concern expressed by several opponents of this application is that if this permit is granted, numerous other property owners of wetland properties along other major highways will also be requesting permits to fill and develop their properties. This is a valid concern; however, if the proposed mitigation is found to be adequate and replaces three acres of wetlands to every one destroyed, the state will gain wetlands and not suffer a permanent loss of wetlands. Other applicants could also be required to provide adequate mitigation to compensate for the proposed loss of their wetlands. Proposed findings submitted by DER and Manasota-88 extoll the virtues and benefits accruing to the state from the wetland area proposed for filling. It is accepted as fact that the proposed destruction is of a high quality hardwood wetlands and, absent adequate mitigation, is contrary to the public interest. Although there is testimony from Petitioner's witness that the standing water and long hydroperiods in this hardwood wetlands decreased the undergrowth that would otherwise be expected, this evidence does not materially detract from the ecological value of these wetlands. The testimony of Petitioner's witnesses that reducing the foot print of the proposed development from 13+ acres to 8.9 acres constitutes the minimum area for the proposed shopping center to be economically viable was not rebutted, although several DER employees opined that the project had not been adequately minimized. This leaves the principal issue to be decided is whether the proposed mitigation, if carried out as required by the draft permit approval, has a substantial probability of success. Intervenor's witnesses, except for Ann Redmond, DER's mitigation coordinator, are all employed in the DER Southwest District Office and all oppose granting the permit here involved primarily because of the historical lack of success of projects to develop fresh water hardwood wetlands. The proposed permit to be granted also involves the removal of an abandoned waste water treatment plant owned by Pasco County which is a potential source of pollution, modification of existing ditches which serve to channel water coming onto the property, placing culverts under the FPC road and right- of-way berm, and placing some 95 acres in a conservation easement. As provided in the notice of Intent to Issue (Exhibit 12), the mitigation for the loss of 11 acres of mature forested wetland shall include the following implementation plan: create and restore 18.6 ac. forested wetland from existing uplands; remove an abandoned wastewater treatment plant and create 8.8 ac. of forested wetlands; convert an existing 2 ac. ditch contiguous to the wastewater treatment plant to a forested wetland system; convert 2.95 ac. of existing ditch within a Florida Power Corp. (FPC) easement to an herbacious wetland system; restore 0.75 ac. of disturbed herbacious wetlands within the FPC easement by regrading and planting with shrubby species; create 1.49 ac. shrubby wetlands from uplands within the FPC easement. install two culverts within the FPC easement roadway; restore 1.55 ac. of upland by planting with mesic and traditional hardwood species; and place all created, restored and converted wetlands (34.60 ac.) and the remaining existing wetlands and uplands on site, 60.78 ac. including 15.42 ac. within the FPC easement, in a perpetual conservation easement. The impact area has a tree density of approximately 1000 trees per acre. Red maple was found at a density of approximately 157 per acre and black haw was found at approximately 230 shrubs per acre. To recreate this density Petitioner proposes planting one gallon size trees on 6 foot centers over 50 percent of the site. However, it is proposed to create a more natural effect by clumping some trees together in some areas and space them further apart in other areas. These one gallon trees will be 30 percent pond cypress, 30 percent pop ash, 30 percent black gum and a 10 percent a mix of swamp bay, red maple and laurel oak. More of the mature trees will be removed from the impact site by spading (remove tree and root system with a machine designed to do this) and transplanting to the mitigation areas. The conditions included in the DRAFT permit with the notice of Intent to Issue contain detailed clearing and planting requirements which, in some respects, differ from the Petitioner's testimony presented at this hearing. As an example, under paragraph 7 the following is required: The wetland creation restoration, conversion, upland restoration, and upland and wetland preservation, shall be conducted prior to or concurrent with the wetland impacts, and shall be completed to the point of planting of tree species no later than one year after the commencement of the wetland impacts. Under paragraph 9 the following requirement appears: A minimum of one foot of fresh organic soils or muck, stock piled for not longer than 7 days, obtained from the wetland impact site, shall be uniformly spread over the entirety of the wetland creation and conversion areas prior to the final grading. Within thirty days of the completion of grading, the wetland creation and conversion areas shall be surveyed. A topographical map, showing a minimum of one foot contour intervals based on a 50 foot grid, certified by a registered land surveyor or professional engineer, shall be submitted to the Bureau of Wetland Resource Management in Tallahassee and to the Southwest District Office in Tampa within 60 days of the completion of the final grading. In this connection it is essential that the tree spading be accomplished during the trees' dormant period from November to March. Petitioner was anxious to have an expedited hearing so the tree spading could be completed by early march. It is presumed that all of the transplanting and spading is intended to be done between November 1993 and March 1994 if this permit is granted. Petitioner's witnesses indicated that if the transplanting (by spading) is not done in the plant's dormant period their survival rate will be low and nursery grown plants would be used in lieu of spading. The draft period requires 7 gallon trees to be used to substitute for trees not spaded. Petitioner proposes, and the DRAFT permit requires, the Petitioner to grade the existing uplands intended for conversion to wetlands to provide gradients low enough to qualify as wetlands and be inundated at various times of the year. Petitioner proposes to establish a wetland area where the water will move across the property in a sheet flow eastward towards the Anclote River basin. The spread of organic material over the planting sites will improve the probability of success of the mitigation project by reason of the seeds in the soil plus the benefit of the muck to the propagation and growth of the planted trees and scrubs. The water level in the newly created wetlands will be monitored by gauges established at the easterly part of the property and the hydroperiod for the area established and maintained. Further, in the first two years of the planting, Petitioner will provide for temporary irrigation of the newly planted area if necessary. Also Petitioner will maintain 85% survival for the trees planted in the first two years by planting additional trees as needed. Petitioner also proposed and the DRAFT permit requires the removal of some of the hummocks from the impact area to the newly created wetlands.. In 1990 the Florida Legislature instructed DER to assess the use and effectiveness of mitigation in Wetland Resource Regulation permitting. The study was intended to evaluate wetland mitigation projects required by DER permits in terms of compliance with both: 1) the permit conditions, and 2) whether the created wetlands were biologically functional, i.e., animal species diversity and density, plant reproduction, water quality, hydroperiod, etc. That study resulted in a Report on the Effectiveness of Permitted Mitigation dated March 5, 1991. (Attachment B to Exhibit 16) This study found a high rate of noncompliance with mitigation requirements in permits issued. The ecological success rate of mitigation design for freshwater permits was only 12 percent. However, it was predicated that with remedial action this rate could rise to 41%. The study made recommendations for improvements in DER policy and rules involving mitigation projects which included the consideration of mitigation options in the following sequence: enhancement of degraded wetlands, or restoration of historic wetlands; preservation of other wetlands in conjunction with other forms of mitigation; and wetland creation. This committee further recommended that Creation should only be accepted if review of the creation proposals indicates that it includes features to ensure that it will be successful. In all cases, if the proposed mitigation does not provide reasonable assurance that the wetland losses can be offset, the project should be denied. (Exhibit B of Exhibit 16) Without changing rule provisions DER began to orient its view of the minimization process that is required by Rule 17-312.060(10) by stressing that step in the process. They also re-assessed the use of wetland creation from uplands as a common mitigation option, describing it as the least preferable mitigation option, especially for freshwater wetlands. Additional studies conducted on behalf of the South Florida Water Management District and the St. Johns River Water Management District found lack of compliance with mitigation requirements, and lower success rates for fresh water mitigation than salt water mitigation. The March 5, 1991 Report found the following four factors to be critical in assuring a high likelihood of success: Constructing the wetland floor at the proper elevation relative to the groundwater table. There must be a hydrologic connection between the mitigation wetland and other waters of the State to ensure the wetland is within Department wetland resource regulation jurisdiction and functions as a water of the state. The topography and configuration of the wetland should coincide with the permit requirements to yield the required wetland acreage. Regular maintenance of the wetland to reduce exotic and nuisance plants during its establishment. The mitigation proposal submitted by Petitioner addresses each of the above four factors. Additionally, Petitioner is required to post a bond before commencing the project of $440,000 (110% of the estimated cost of the mitigation) to ensure sufficient funds are available to complete the mitigation project. Generally speaking a mature wetland is developed only over an extended period of many years. On the other hand the attempt to develop wetlands from uplands to provide mitigation for the destruction of other wetlands is quite new, leading opponents to conclude this to be more art than science. Serious studies and experiments with developing wetlands have occurred only in the past 10-15 years. These studies have not only indicated that wetlands can be created, but also have shown that developing freshwater wetlands is a very difficult task requiring dedication and close attention to the project. During the past decade a lot of misconceptions have been corrected but the process has not as yet reached the stage for the success of a project to generate freshwater hardwood wetlands can be guaranteed. A similar lack of progress has been made in creating freshwater undergrowth (shrubs). While the intent to deny this application in 1989 was signed by Carol Browner, DER Director, and the intent to grant was signed by Janet Llewellen, Bureau Chief for the Bureau of Wetland Resource Management, the ultimate decision in both instances was made by Browner, who, in deciding to grant the instant application, overruled the recommendation of a majority of the DER staff involved with this project. This accounts for the conditional "if successful" acceptance of the mitigation plan by those DER staff members who testified in support of the application.
Recommendation It is RECOMMENDED that permit (File No. 511731859) be issued to VQH Development, Inc. in accordance with and subject to the conditions contained in the DRAFT permit attached to the notice of Intent to Issue Permit. DONE and ORDERED this 26th day of March, 1993, in Tallahassee, Leon County, Florida. K. N. AYERS Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 26th day of March, 1993. APPENDIX Proposed findings submitted by Petitioner are accepted except: 18. Second sentence. Accepted as uncontradicted testimony of Petitioner's witness. 30. Rejected that there is a diminished overall value of these wetlands because of reduced or no understory. 36. First sentence rejected. No credible evidence was submitted that any historic wetlands on this property were filed by man. 38. First sentence rejected as confusing. 40. Third sentence rejected as fact; accepted as the testimony of VQH contractor. 61. Sentence 5(2) rejected as fact; accepted as a hoped for condition. Proposed findings submitted by Respondent are accepted, except: 7. Whether red maple or laurel oak is the dominant species was disputed. However, both tree species are present in significant numbers and naming one dominant is irrelevant. 19. Whether red maple or laurel oak is the dominant species was disputed. However, both tree species are present in such significant numbers that naming one dominant is irrelevant. Proposed findings submitted by Intervenor are accepted, except: 12. Property is rectangular in shape. 18. Last sentence rejected as contrary to witness' testimony. 20. Rejected as irrelevant. VQH project has been approved in principle by Pasco County. 22. Rejected as irrelevant. VQH project has been approved in principle by Pasco County. 28. I would characterize the mitigation proposals as neo-typical. 34. Second sentence rejected. Red maple and laurel oak dominate site. 38. Second and third sentences irrelevant as to cause of thin understory. 60. Rejected as fact. This is a conclusion of law. 62.-66. Rejected as fact. These are conclusions of law. Accepted as unwritten rule. Unwritten rule not proved valid in these proceedings. 68d. Last sentence. See HO #14. Rejected as f act. This is a legal conclusion. Rejected. This opinion of one witness is in conflict with the actions of DER in this instance. 83. Absent a definition of success the opinion here conflicts with the testimony of BRA's expert. 96.-99. These are legal conclusions. 101.-102. Rejected. VQH submitted numerous plans showing the reduction of the footprint on wetlands. 103. Rejected. Mudano also testified that the property on which all such stand alone stores are owned by the store. 105. Word practical rejected. 107. Rejected. Notice of Intent to Issue carries with it the conclusion that the project had been minimized as required by statutes. This is a conclusion of law. Rejected. 115. The date of February 1, 1993 a time to start on this project was not mentioned in this hearing. See HO #23. 117. While this mitigation plan may be consistent with present day requirements it is much more complex and detailed than were former mitigation plans which did not meet expectations. 118.-119. Rejected. 120. Conclusion of Law. 122. Conclusion of Law. 122. (Second) Last sentence rejected. 124. Rejected. 126.-128. Conclusions of Law. 130. Rejected. 132.(first)-134. Conclusions of Law. 133.-134. Conclusions of Law. COPIES FURNISHED: John W. Wilcox, Esquire Post Office Box 3273 Tampa, Florida 33601 3273 E. Gary Early, Esquire Post Office Box 10555 Tallahassee, Florida 32302 2555 Buddy Blair, Esquire 202 Madison Street Tampa, Florida 33602 W. Douglas Beason, Esquire Assistant General Counsel Department of Environmental Regulation 2600 Blairstone Road Tallahassee, Florida 32399 2400 Thomas W. Reese, Esquire 123 Eighth Street North St. Petersburg, Florida 33701 Daniel H. Thompson, Esquire Acting General Counsel Department of Environmental Regulation 2600 Blairstone Road Tallahassee, Florida 32399 2400 Virginia B. Wetherell, Secretary Department of Environmental Regulation 2600 Blairstone Road Tallahassee, Florida 32399 2400
Findings Of Fact The Petitioner, James M. Brown, d/b/a Ramrod Development Company, is seeking to develop as residential property, the subject land on Ramrod Key, Monroe County, Florida, adjacent to the Torch Ramrod Channel. The specific filling project which is the subject of this hearing involves Mariposa Road and Angelfish Road which lie within the property described above on Ramrod Key and which appear on a subdivision plat filed in the official records of Monroe County in 1960 and on revisions of that plat, one of which was filed in 1963 and the more recent of which was filed in 1969. Since February 9, 1960, Monroe County has been the owner of that roadway known as Mariposa Road located on Ramrod Key and which is depicted on the subject plat of Ramrod Shores, Marina Section. Since the county became the owner of that roadway in 1960, through the date of the hearing, it has never given authorization or approval for any person, firm or corporation to place fill material or any other matter upon that dedicated roadway (which includes a section of Angelfish Road as well as Mariposa Road). Monroe County, Florida, has given the Department of Environmental Regulation authorization to require removal of fill material placed on any dedicated county roadway in violation of any law or administrative rule of the Department. On January 27, 1977, the Department personnel visited the subject site and determined dredge and fill activities had indeed taken place on a tidal Red Mangrove fringe area on the shore line of Torch Ramrod Channel without an appropriate permit issued by the Department. The Petitioner, James M. Brown, in sworn testimony, in the earlier proceeding here involved (DOAH Case No. 78- 1234), admitted that since 1969 he has, on numerous occasions, placed fill material in the Mariposa and Angelfish Road areas, which are the subject matter of this proceeding. He also admitted doing so without a permit issued by the Department of Environmental Regulation (See testimony of Brown in DOAH Case No. 77-1409, Atwater vs. Department of Environmental Regulation). In the earlier proceeding involving the Petitioner, DOAH Case No. 78- 1234, Mr. Sayward Wing described the placing of fill on the northern end of Mariposa Road by Monroe County, but this area is not the area now in controversy, which is on the southern part of Mariposa Road from its intersection with Angelfish Road south to Old State Road 4A. Witness Wing in that proceeding did not observe the county or its agents or employees place any fill in the subject area of Mariposa or Angelfish Road. The fill placed on Mariposa Road, between Old State Road 4A and the intersection with Angelfish Road, by the Petitioner, contained approximately 96 cubic yards of fill as of January 27, 1977. The fill placed on Angelfish Road from the Mariposa Road intersection westerly approximately 50 feet, contained approximately 178 cubic yards of fill as of that same date. The area west of Mariposa Road where the dredge and fill work was performed is predominantly vegetated by red mangroves (rhizophora mangle). The red mangroves are then superseded by white mangroves (laguncularia racemosa), black mangroves (avicennia germinans), as well as transitional vegetation. The red mangroves are the dominant vegetative species in the area. These species are found in the vegetative index which defines the Department's jurisdiction in Section 17-4.02, Florida Administrative Code. Witnesses Meyer and Kurer observed large numbers of small fish, predominantly gambusia affinis, in the inundated mangrove area lying on the west side of Mariposa Road. A fringe of red mangroves 50 to 80 feet wide vegetates the area east of Mariposa Road, along the Torch Ramrod Channel shoreline. The sandy mud intertidal and shallow subtidal water bottoms in this area are vegetated by benthic algae and sea grasses. The red mangroves are also the dominant species in this area. Benthic algae (halimeda sp., penicillus sp., gracellaria sp.) and sea grasses (thallassia testudinum and halodule wrightii) are also found in the vegetative index contained in Section 17-4.02, Florida Administrative Code, which delineates the Department's jurisdiction over State waters. The sampling and observations conducted by witnesses Kurer and Meyer in this area yielded silver side anchovies, mosquito fish, killifish, lane snapper, toadfish, needlefish, blennies, barracuda, various juvenile fish species, stonecrabs, amphipods, blue crabs, pink shrimp, isopods, nemerteans, polychaetes, tunicates, gastropods, and bivalves. The mangroves described, as well as associated wetland vegetation found in the area, provide filtration of sediments and nutrients contained in stormwater run-off from adjacent upland areas, as well as from tidal flows. This filtering process is essential in maintaining water quality in the adjacent open bay estuarine or marine system. The nutrients in the tidal waters as well as run-off waters are stockpiled in the sediments retained by the mangrove roots and are transformed into vegetative leaf matter by the mangroves as they live and grow. The extensive root system of the mangroves and their associated vegetation also provides stabilization of estuarine shoreline sediments and attenuation of storm-generated tides. Mangrove wetlands provide unique and irreplaceable habitats for a wide variety of marine as well as upland wildlife species. The Petitioner's activities, conducted without the appropriate approval and permit, have resulted in the alteration of the chemical, physical and biological integrity of State waters in the area of Mariposa and Angelfish Roads by the destruction of wetlands which provide food and habitat for wildlife, and which provide a filtrative and assimilative capacity to remove nutrients and other pollutants from the adjacent bay waters. the discharge of fill on to the mangrove areas, in waters of the State, has resulted in harm and injury to the biological community that existed there before the activity was completed. Specifically, as the testimony of Mr. Helbling (a biologist and water quality expert) establishes, the mangrove community to the east of Mariposa Road was shown not to be in a stressed condition in 1977 or at the time of the hearing. Mr. Helbling's testimony also establishes, however, that the mangrove system to the west of Mariposa Road, in effect inland from the filled portion of the road, is now in a stressed condition as manifested by mangrove trees in this area which area dead, or in the process of dying. This stress is caused primarily by the fact that the waters in the mangrove system to the west of Mariposa Road are impounded by the fill and no longer experience tidal flow or exchange daily. Therefore, being impounded, they are becoming more and more saline through the process of evaporation, to the extent that the mangrove trees are being poisoned. The mangrove tree community was not in this stressed condition in 1977 when this witness first observed it, but is at the present time. The primary reason for the imminent loss of this mangrove community is thus due to Mariposa Road being filled to such a level that there is no longer any tidal exchange of water with Torch Ramrod Channel. Witness Kurer established that the proposed plan of restoration set forth in the Department's exhibit two in Case No. 78-1234 and which has been adopted and admitted into evidence herein, would constitute an acceptable resolution of the dispute at bar. Removal of the fill would allow tidal exchange across Mariposa and Angelfish Roads and allow the mangrove system to restore itself and contribute to the protection and enhancement of the productive and valuable marine resource system in the adjacent bay area. Thus, the discharge of fill on to the mangrove areas involved herein which is within waters of the State, has resulted in harm and injury to that biological community which existed there before the activity was commenced and completed. The quality of waters in the Florida Keys is directly related to the degree of shoreline development by activity such as that undertaken by the Petitioner. The greater the degree of shoreline alteration, then the greater the degree of deterioration in water quality and the greater damage to biological productivity. The mangroves, in addition to their valuable filtrative function, also contribute leaf or detrital matter to the surrounding State waters and estuarine system in the form of decayed leaf litter. This organic component forms the basis of the marine food chain and is used directly for food by a variety of marine organisms, including small fish. A variety of important commercial and sports fish species feed directly on the mangrove detritus or on those fish or other forms of marine life which themselves feed on the detrital matter. Consequently, the destruction of the mangroves contributes directly to the deterioration of water quality through the loss of their filtrative function, as well as to the deterioration of an economically and biologically important sports and commercial fishery. Consequently, the restoration plan proposed by the Department is more of a desirable alternative than leaving the fill in place, in that it would restore the mangrove vegetation which provides the filtrative, assimilative functions in removing nutrients and other pollutants, and also provides food and habitat for fish and wildlife. The Petitioner's activities continue to be a source of pollution which was created without an appropriate and valid permit issued by the Department.
Recommendation In consideration of the foregoing Findings of Fact and Conclusions of Law, the candor and demeanor of the witnesses and pleadings and arguments of counsel, it is RECOMMENDED: That the Department of Environmental Regulation enter a Final Order denying the application for an "after the fact" permit. That a Final Order be entered requiring the Petitioner to completely restore the unauthorized fill site to its original contours and elevations and to revegetate the affected area, pursuant to a restoration plan and compliance schedule approved by the Department, which restoration plan and compliance schedule should be supplied to the Department by the Petitioner within 20 days subsequent to the effective date of the Final Order herein; and that the Petitioner be required within 20 days following approval of the said restoration plan to commence the restoration work which shall be accomplished in such a fashion as to prevent further damage to the marine and estuarine environment involved. It is further required that Petitioner complete the said restoration plan and project within 60 days following the approval of the restoration plan by the Department. DONE AND ENTERED this 21st day of September, 1981, in Tallahassee, Leon County, Florida. P. MICHAEL RUFF Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 904/488-9675 Filed with the Clerk of the Division of Administrative Hearings this 21st day of September, 1981. COPIES FURNISHED: David Paul Horan, Esquire 513 Whitehead Street Key West, Florida 33040 H. Ray Allen, Esquire Assistant General Counsel Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301
The Issue Whether the Southwest Florida Water Management District should issue the Individual Environmental Resource Permit (the "Individual ERP," the "ERP" or the "Permit") applied for by Entryway Developers, LLC ("Entryway")? The ERP was preliminarily issued by the District as Draft Permit No. 43024788.000 (the "Draft Permit"). If it becomes final, it will allow Entryway's successor in interest, Westfield Homes of Florida ("Westfield") both to construct a new surface water management system in service of a proposed subdivision, known as Ashley Glen, in southern Pasco County, and to conduct dredge and fill activities on site.
Findings Of Fact The Parties The Petitioner in this proceeding is Dr. Octavio Blanco. A veterinarian, citizen of Florida and a resident of Pasco County, he holds a property interest (described below) in property immediately adjacent to Ashley Glen. One of the three Co-Respondents, the Southwest Florida Water Management District (the "District" or "SWFWMD") is a public entity created by Chapter 61-691, Laws of Florida. It exists and operates under Chapter 373, Florida Statutes (the "Florida Water Resources Act of 1972" or the "Act"). The District is the administrative agency charged with the responsibility to conserve, protect, manage and control the water resources within its geographic boundaries. It does so through administration and enforcement of the Act and the rules promulgated to implement the Act in Chapter 40D, Florida Administrative Code. Entryway, the second of the three Co-Respondents, is a limited liability company and the original applicant for the Permit. Westfield, the third of the Co-Respondents, is a Florida general partnership and the current owner of the Ashley Glen Project. If the Permit is issued by way of a final order, Westfield will be the permit-holder. An application for an Individual ERP must be signed by the owner of the property or the owner's authorized agent. If signed by an agent, a letter of authority must be submitted by the owner. See Fla. Admin. Code R. 40D-4.101(2). Westfield was not the owner of the property on the site of the Project at the time of the filing of the application. Entryway was the owner. Westfield filed with DOAH a letter of authority received from Entryway.2 The letter authorized Westfield to sign the Individual ERP application. Ashley Glen and the Blanco Property "Ashley Glen-Villages 2-5" ("Ashley Glen" or as it is referred to in the Draft Permit, the "Project") is a 266.36-acre residential subdivision planned to be divided into more than 400 lots. Located in southern Pasco County, the subdivision is on the north side of State Road 54, approximately three miles west of US 41 and less than 1000 feet east of the Suncoast Parkway. To the north, Ashley Glen is bounded along an abandoned railroad right-of-way. The right-of-way extends beyond the northwest and northeast corners of the property in both easterly and westerly directions. There are 72.69 acres of surface waters and wetlands on the Ashley Glen site. Among the 19 isolated and contiguous wetlands on the property is a portion of a Cypress-forested wetland system (the "Cypress-forested Wetland"). The Cypress-forested Wetland was described at hearing by one of Westfield's experts as "a large wetland" (tr. 41) that is typical of the area. As with similar wetland systems throughout the state, the Cypress-forested Wetland undergoes "seasonal drawdowns and dry-outs, and in the wet season . . . flood[s] out to the edges and even beyond in certain storm events." (Tr. 43). The portion of the Cypress-forested Wetland that is on the Ashley Glen site is identified by the Permit as "Wetland A3." Wetland A3 is 29.94 acres. The entire Cypress-forested Wetland system south of the railroad bed of which Wetland A3 is a part is at least twice as large. Most of the remainder of the Cypress Wetland south of the railroad right-of-way is on the Blanco Property. It appears from exhibits used during the hearing that the Cypress Wetland originally extended north of where the railroad right-of-way now lies in its abandoned state. The connection was indicated also in the testimony of Mr. Courtney (Westfield's "wetlands" and "ERP" expert3) when he stated that there was potential for contiguity with systems to the north. Aerial photographs used at hearing indicated that the Cypress- forested wetland system was, indeed, part of the contiguous wetland system to the north of the railroad bed. The contiguity between the Cypress-forested Wetland and the system to the north was confirmed by Dr. Baca, Petitioner's wetland ecologist, on the basis of on-site examinations. Dr. Baca believes the Cypress-forested Wetland to be part of a much larger system that extends northward and to the west and that is contiguous with the Gulf of Mexico. He determined that despite the establishment of the railroad bed, the Cypress-forested Wetland remains connected to the contiguous wetland system to the north by way of pipes under and through the bed. Drainage on the Ashley Glen site is primarily from south to north with significant contribution from a drainage basin to the east. Drainage from the south is channelized by a ditch that runs nearly the length of the property from Wetland C12 at the southeastern tip to Wetland A3 near the site's northern boundary. Drainage from the eastern basin toward Wetland A3 is intercepted by the ditch. The result is that the drainage from the east is captured before it reaches Wetland A3 and drainage from the south bypasses Wetland A3 to be discharged northward at the railroad bed so that all of the drainage is "short-circuited by [the] ditch to the actual discharge location of [Wetland] A3." (Tr. 41). The discharge location from Wetland A3 was more precisely described at hearing by Mr. Courtney as "the confluence of [Wetland] A3 and the railroad bed where [the ditch] discharges off-site flows and [the] easterly to westerly flows into pipes that go under [the] old railroad bed " (Tr. 40-41). This testimony supports Dr. Baca's confirmation of the connection between the Cypress-forested Wetland and the contiguous wetland system north of the railroad bed. To the west of the ditch and the Ashley Glen site is the Blanco property. It has been held by Dr. Blanco's family for a period spanning six decades. Its boundaries roughly form an elongated narrow rectangle. From the eastern and western ends of 400 feet of frontage on State Road 54 (the southern boundary of the Blanco Property) the eastern and western boundaries run parallel of each other approximately 8000 feet to the north where the northernmost boundary of the Blanco Property meets the abandoned railroad right-of-way. The majority of the northern half of the Blanco Property is in the Cypress-forested Wetland. In addition to the drainage from the south and the east received prior to the digging of the ditch, the wetland receives drainage from the west which traverses the property between the Blanco Property and the Suncoast Parkway. With the exception of one acre on which sits the house in which Dr. Blanco's mother lives, the Blanco Property is presently the subject of a Land Trust Agreement. Through this unrecorded instrument, dated December 19, 1996, Dr. Blanco has an ownership interest in the property. Dr. Blanco's concern for the property pre-dates his ownership interest conferred by the trust agreement. He lived on the property from the age of three until he left for college. During that time, he "constantly" (tr. 374) observed many species of wildlife in the Cypress-forested Wetland, as he explained at hearing: Starting with mammals, I observed many deer, foxes, coons, coyotes, squirrels, ground squirrels, fox squirrels. And then numerous bird species . . . from the sandhill cranes to various storks and herons and egrets and . . . [m]ostly aquatic birds . . . many hawks [and] an occasional eagle [as well]. A lot of animals, such as frogs and snails. The apple snails particularly I've noticed. I've always admired them and the way they lay their eggs up on the water line. So, I've noticed them for years out there [along with] [m]any snakes [and], alligators. Id. Over the years, Dr. Blanco has observed changes, especially among the wading birds and the aquatic species: You see less and less of them. The periods where there's consistent water to support their life has grown shorter as time goes by. And this time of year where there's water, the life is pretty abundant. But then, in recent years, I've noticed that the time period seems to be getting shorter and shorter. And then . . . when I go out there, I use all my senses, not just my eyes, and the place just sounds different when it's full of life versus when it's, essentially, dried up. (Tr. 374-375). Just as in any typical cypress-forested wetland, during wet periods, the cypress trees in the Cypress-forested Wetland "will be inundated and the ground will be saturated to the edge of the uplands." (Tr. 45). During these times, the majority of the storms that deliver rain are considered small, that is, rainstorms of below half an inch. Much bigger storms, of course, also contribute to the water that stands in the wetland from time to time. "By the same token, in droughts or dry seasons, the water levels . . . typically drop to at or below the ground level." (Tr. 46). The dry periods, if part of the natural cycles between hydro-periods, contribute to the health of the system. For example, during dry periods nutrients are oxidized, one of the functions of a wetland. In 2002, the Cypress-forested Wetland was dried out from mid-March at the end of the dry season until the end of July, a period of drought. The dry season and the occasional drought contribute, of course, to a lowering of the water table below the surface of the wetland. But the water table may also be lowered by the pumping of water from wellfields in the area, one to the northwest of the site, another to the southeast. That pumping is monitored by the District. The District takes action to minimize damage from any lowering of the water table caused by pumping water from the wellfields. Apple snails have been recently observed in the Cypress-forested Wetland. "Apple snails are unique in that they're the sole food of the snail kite, an endangered species." (Vol. III, p. 61). There are snags and dead trees in the Cypress-forested Wetland as well. Used by many birds and mammals, they provide particularly good habitat for woodpeckers. The Cypress-forested Wetland is not a pristine wetland. The establishment of the railroad bed had an impact. In its abandoned state, the railroad bed continues to have an influence on its discharge to the north. The Suncoast Parkway "might have had some impact." (Tr. 53). Cattle grazing on both the Blanco Property and the Ashley Glen site has had an impact on the herbaceous ground cover layer and on the wetland's water quality although it is unlikely that the cows grazed in the Cypress-forested Wetland. ("Generally, [cows] don't graze on . . . wetland plants, because they're either bitter tasting or [have] poor textures . . . .") (Vol. III, p. 58). The well- fields in the area have had historic impacts mitigated, as mentioned, through implementation of an area-wide hydrology restoration plan by SWFWMD. The most significant impact to the Cypress-forested Wetland resulted from the combination of the construction of State Road 54 and the ditch's channelization of stormwater runoff migrating through the center of the Ashley Glen site. Had the property not been ditched, the stormwater runoff and any other migrating water would have been conveyed by sheet flow into the Cypress-forested Wetland. Despite the varied impacts over the years, the Cypress-forested wetland remains ratable today "as a mid to higher level quality wetland for the area." (Tr. 43). The Draft Permit Application for the permit was submitted on February 7, 2003. After eight formal submittals of information in response to questions by the District, a Draft Permit was issued on December 16, 2003. The Draft Permit lists the "Project Name as Ashley Glen - Villages 2-5" and otherwise refers to Ashley Glen as the "Project." The Permit allows the Project to fill 43.75 acre-feet of the 100-year flood plain on the Ashley Glen site. At the same time, the Permit allows 51.98 acre-feet of excavation on- site. Project construction will result in the filling of 1.61 acres of forested and non-forested wetlands and secondary impacts to at least one of the isolated wetlands. The permit speaks to secondary impacts to another of the wetlands and surface waters on-site and finds that there are none: "[O]ne isolated wetland, 0.37 acre in size, and 2.81 acres of surface waters will be impacted, however, since these areas provide no significant habitat functions, no habitat mitigation will be required." District Ex. 5, pgs. 3-4. The mitigation for the impacts that require mitigation, in the District's view, includes creation of 2.89 acres of wetlands and preservation of 65.32 acres of wetlands. The Permit also authorizes the construction of a new surface water management system (the "SWM System") to serve Ashley Glen. The Surface Water Management System The SWM System consists of six wet detention ponds, four isolated wetland treatment systems, an attenuation pond, and an associated conveyance and discharge structure. The wet detention ponds and the isolated wetland treatment systems were designed in accordance with Section 5.2 of the District's Basis of Review. Westfield Ex. 6 depicts the "generalities of the [SWS] [S]ystem in [Ashley Glen's] built environment." (Tr. 56). Key pipe areas are shown in white on the exhibit. For example, the existing ditch is re-located slightly to the east; the exhibit shows in white where water is piped from the northern terminus of the new, re-located ditch into Pond P11. This piped water will consist of drainage from the south that is now conveyed by the existing ditch and drainage from the east that passes through Wetland W2 and Wetland W1. In keeping with the historical drainage pattern that preceded the existence of the ditch, drainage from the basin on the eastern part of the property that passes through Wetland F4, Wetland E4, and Wetland D5 will also be discharged westward into P11 to be discharged at a point toward the southernmost part of Wetland A3, the wetland's headwaters. The discharge from P11 was described by Mr. Courtney at hearing: The discharge of P11 was placed up in the headwaters of A3 [where] . . . the [existing] ditch short-circuited the discharge of . . . waters to the discharge point of A3. [An SWM System] . . . control structure is placed at the headwaters of A3, a much better situation for A3, given that the quantities and quality of water is going to be the same or better, because water is now going to be reintroduced to the headwaters of A3 as opposed to short- circuiting it. (Tr. 57). Mr. Courtney estimated that one-fourth to one-half of the surface water flows on the property coming from the south and the east were routed unnaturally by the ditch to Wetland A3's discharge point at the railroad right-of-way at the northernmost point of the wetland. The project re-routes these waters to a point near the headwaters of Wetland A3 (in its southernmost part). Surficial flow, therefore, that had by- passed Wetland A3 because of ditching will be routed by the SWM System to the headwaters of Wetland A3 after treatment and attenuation provided that the attenuation pond reaches a high enough elevation. Any water discharged to Wetland A3 from the attenuation pond will flow in a northerly direction (the historical flow pattern) through the wetland to the point of discharge at the railroad bed. Provided that the restored flow is of good quality, restoration of the hydrology is a benefit to the system. On this point, Dr. Baca agreed with Mr. Courtney. The Cypress-forested Wetland on the Blanco Property and the wetland system that extends north of the railroad bed "are dependent upon the treatment, the care and the protection afforded the wetland on the Ashley Glen property." (Vol. III, pg. 60). Wetlands B8 and D3, surrounded by developed lots, are served by detention ponds. Internal drainage from the lots is collected from street systems. Pop-off from the systems goes either directly to a detention pond and then a wetland or to a sump and then to a wetland. After treatment, the drainage is conveyed to Pond P11. Pond P10, a relatively small detention pond, is situated at the headwaters of Wetland A3. The pond treats runoff and flows into Wetland A3. Pond P11, although not a stormwater detention pond and for which the applicant receives no treatment credit, is nonetheless "a good backup treatment mechanism for stormwater that is meeting state water quality standards as discharged from all of the drainage systems in the uplands." (Tr. 59). Through the attenuation process, moreover, it will perform some treatment that meets or exceeds the minimal requirements of ERP permitting. After attenuation and whenever the pond reaches a certain elevation, waters are discharged into Wetland A3. A major point of focus of Dr. Blanco's case is the excavation of the attenuation pond and its interaction with Wetland A3. The attenuation pond is designated in the Draft Permit as Pond P11 ("P11"). P11 If excavated according to present plans, P11 will be 25 feet deep at its deepest point (less than one percent of the pond). "[T]he deepest areas run along the corridor that goes between [Wetlands] B6 and D5." (Tr. 166). The shallowest areas of P11 are along the western edge of the pond where a shelf will be constructed. The surface area of the pond will take up approximately 40 acres. (See endnote 4). The Respondents refers to P11 as a "100 year flood plain compensation area." (Tr. 116). The Permit's "Water Quantity/Quality list of ponds denominates P11's "treatment type" as "[a]ttenuation" which would make it an attenuation pond. Dr. Blanco prefers to call P11 a borrow pit asserting that one reason for its excavation is to obtain fill for the development. Dr. Blanco's labeling of P11 as a borrow pit appears to be correct since the District referred to it as a borrow pit and since significant dredging on site is allowed by the Draft Permit. Whether Dr. Blanco's and the District's nomenclature for P11 is accurate or not, there is no dispute that P11 is part of the stormwater management system. The Draft Permit ascribes to it the function of attenuation: the process by which flow is slowed that allows compounds to be reduced in concentration over time. It is a significant component of the SWM System. Conveyance of water of sufficient quality that has undergone attenuation from the pond into a point near the headwaters of Wetland A3, moreover, poses the potential to improve the wetland's hydrology. Dr. Blanco asserts that fill needed by the Project could be obtained off-site. In other words, P11 does not need to be excavated to obtain the fill. But obtaining fill material is not the only purpose of P11 since it also provides retention and attenuation functions. Dr. Blanco's main concern with P11, however, is not its status as a borrow pit. His concern is based on three of its characteristics, the latter two of which relate to its nature as a borrow pit: 1) its placement, excavated directly adjacent to Wetland A-3; 2) its depth, at its deepest point, 25 feet; and 3) its size; close to 40 acres in open surface area.4 Due to sheer size of P11's open surface area, significant volumes of water in P11 will be lost routinely to evapo-transpiration. When the water level in P11 is below the water level in Wetland A3, moreover, the pond will draw water out of the Cypress-forested Wetland. Whenever the water is below its control elevation, it will take a considerable volume of water to raise it to the elevation appropriate to protect Wetland A3 and the rest of the Cypress-forested Wetland. Reaching the control elevation will occur only when all available storage has been filled and contributions of water (from rainfall, stormwater run-off, or by way of conveyance through the SWM System or otherwise) exceed loss through evaporation and seepage, downward and lateral. The parties disagree as to whether the applicant has provided the assurances necessary to justify issuance of the Permit. The most contentious point is about the effect P11 will have on Wetland A3 and the extended Cypress-forested Wetland. Westfield (with the support and concurrence of the District) bases its case for assurances, in the main, on a type of computer modeling. Dr. Blanco, on the other hand, presented testimony that criticized the computer modeling that was done in this case in support of the application. That computer modeling is known as "Interconnected Pond Routing" or "ICPR." ICPR Interconnected Pond Routing ("ICPR") is a type of hydrological computer model that takes into account surface water flows. It does not take into account groundwater flows, downward or lateral seepage or the lowering of the water table by well-field pumping. It models the surface water hydrology of a site as it might be affected, for example, by detention basins and channel pipes. It models pre-design of a site to be developed and then post-design of a site prior to actual development to provide comparative analysis. It is also a predictive tool. As with any predictive tool, its accuracy can only be definitively determined by observation and collection of data after-the-fact, in this case, after development. ICPR modeling is used in particular for stormwater and surface water management systems. For that reason, it was used by Westfield to support the ERP application in this case. Before ICPR modeling of the Ashley Glen site and the surrounding area was conducted, topographic information was collected by survey. The results of the survey and the modeling that followed resulted in several of the exhibits used by Westfield at hearing. For example, the topographic information and ICPR were used to produce a post-development map (Westfield Exhibit 12). In addition to sub-basins reflected in Westfield Exhibit 11 that relate to the hydrology of the site the map shows two pods (a "Southern Pod" and a "Northern Pod") of development. Approximately 400 feet of the Southern Pod will abut Wetland A3 on the pod's western edge. The location of the Southern Pod will necessitate re-location of the existing ditch. The Northern Pod, in contrast, will be separated from Wetland A3 by both P11 and the proposed road. The Northern Pod, the larger of the two proposed pods of development, is farther from Wetland A3 although it is separated from Wetland C2 solely by the proposed road. The sub-basins on Westfield Ex. 12 are reflected in Westfield Ex. 11, the result of pre-design modeling that revealed three off-site basins composed of 218, 544 and 908 acres. Each sub-basin corresponds to a detention pond designed to assist in enhancing the site's post-development hydrology. The modeling was also used to introduce P11, Westfield's proposed 100-year flood compensation area that would act as a detention pond for attenuation. Each sub-basin used in the modeling exercises covers an area for which there is information relative to size, curve number and time of concentration, all of which was entered into the modeling. Kyle Cyr, a registered P.E. in the State of Florida, and an expert in ICPR and stormwater modeling, described at hearing what happened next: The input is then directed towards a node, which we call the wetlands of the node or detention ponds. And then each node is interlinked by either channels, pipes or weirs, swells, drop structures. * * * [W]e check the models for pre and post to make sure there's no adverse impacts to off- site properties. No additional flows are allowed to leave the site. * * * We end up with flows, staging elevations for each node. . . . [The result is] [a] drainage report. [The] drainage report has a pre- and post- analysis in it. * * * [The] drainage report [is used] to design the site, to design the elevations and grading of the roads and [then] the lot and culvert sizes. (Tr. 147, 148). The drainage report and the information with regard to the design was then submitted by Westfield to the District together with a "pond wetland hydrology interaction report" and modeling with regard to "several minor storm events, a one-inch, a two-inch and a mean-annual event run . . . like a normal rainfall in the area." (Tr. 150). Various hydrographs for storm events were prepared by Westfield. In general, storm events should assist the hydrology of Wetland A3. The SWM System poses the potential that in storm events, P11 will discharge water to Wetland A3. The discharge pre-supposes that P11 will be at an appropriate elevation to allow the discharge with the addition of the surface water conveyed by the system into the pond. Hydrographs of the time versus inflow into Wetland A3 for pre-development and post-development conditions for the storm events were prepared by Westfield. For the one-inch storm and the mean-annual events, provided the pond is at an appropriate elevation prior to the storm (a proviso applicable to all of the hydrograph information), it is reasonably expected that there will be slight increases in peak flow after the development than before. For the two-inch storm, it is reasonably expected that there will be a slight drop in peak flow. None of the changes should have a negative effect on Wetland A3 so long as P11 maintains appropriate water elevations so that water has not been drawn out of the wetland that would have sustained the wetland had P11 not been excavated.5 Hydrographs that depict expected volume over a 72-hour time frame were also prepared based on the same storm events. During the applicable time frame for two-inch and mean-annual events, it is reasonably expected that there will be a slight increase in the volume of water entering Wetland A3 after development. As the result of a one-inch storm event, it is reasonable to expect there to be a slight decrease in volume over the 72 hours. None of the changes are expected to have a negative effect on Wetland A3, again, provided that appropriate water elevations are maintained in P11. Finally, hydrographs were prepared for time-versus- inflow for 25-year and 100-year storm events both pre- development and post-development. The modeling showed that, after development, "[a]djacent properties will not experience the higher flood level [that] they have in the past." (Tr. 156). The decrease is due to the holding back of water in detention ponds after development that will flow off at a slower rate than under pre-development conditions. The hydrographs show the difference in water flowing onto the site and Wetland A3 after the development under typical conditions in comparison to before development is slight. Water levels in Wetland A3 at times of typical storm events, after development, therefore will not be affected in any meaningful way by the SWM System so long as P11's water level is maintained at an appropriate elevation. In accordance with Section 4.2 of the District's Basis of Review, the SWM System is designed so that "[o]ff-site discharge is limited to amounts that will not cause adverse off- site impacts." Section 4.2 of the Basis of Review. See District Ex. 4, CHAPTER FOUR, pg. 1. The allowable discharges from the Project were established as a pre-development peak discharge rate from a 25-year, 24-hour storm. The modeling showed that the post-development discharge rates do not exceed the pre-development peak discharge rate. The ICPR modeling did not consider the outfall from Wetland A3 that occurs at the abandoned railroad right-of-way on the northern end of Wetland A3. As explained by Mr. Cyr, "Wetland A3 is . . . [a] boundary condition. That's where our model stops." (Tr. 198). The structure at the outfall at the northern end of Wetland A3 consists of three 42-inch pipes. Had the outfall been considered, Mr. Cyr testified, it would have had no effect on the results of the modeling. The understanding of the effect on the hydrology of the site provided by ICPR modeling conducted by Mr. Cyr, the drainage report and the other aspects of the information (such as the hydrographs and the design and information related to water quality) gathered and produced by Westfield support the District in its decision to issue the Permit. But there is a criticism of the modeling. It was presented by Dr. Blanco's witness: Mr. Vecchioli, an expert in hydrology as it relates to groundwater. The Site's Hydrogeology The area in which Ashley Glen, the Blanco Property and the Cypress-forested Wetland sit was described by John Vecchioli, a licensed geologist in Florida and an expert in hydrogeology, as: a low-lying plain of limited altitude . . . underlain by some 20 to 50 feet of . . . fine to very fine sand, sometimes silty, sometimes containing a clay layer or two. And then beneath that blanket of sand is . . . the upper Floridan [A]quifer, . . . a thick deposit of limestone, which also constitutes the primary source of drinking water for the area. (Tr. 93). Connected with the surface waters of the area so that the aquifer and the surface waters function as a single system, the Floridan Aquifer in Pasco County is known as a "leaky- confined aquifer." Id. Its "leaky-confined" nature means that: [The Floridan is] not firmly capped by thick layers of clay, but rather by sand deposits that although . . . more pervious than the layers of clay, still impede the exchange of water between the two systems. Id. The source of the water in the upper Florida Aquifer is mainly rainfall because the Aquifer "intercept[s] waters from the surface." (Vol. III, Tr. 95). Much of the water in the upper Floridan is recharged, "very young water . . . indicating that it has a good connection with the surface." Id. The interaction between the surface water and ground water was shown by a study that "showed . . . 93% of the water derived from . . . public supply wells [was] primarily from capture of water from the surface environment." (Vol. III, Tr. 94). Furthermore, "[t]here's some 133 million gallons per day pumped from a combination of wellfields in [the] area [of Ashley Glen and the Blanco Property]." Id. The documented adverse impacts of the pumping in the area has been limited to "drying up the surface, capturing water from streams, pulling down . . . wetlands." Id. The interaction between the surface waters and groundwater in and around Ashley Glen leads to Mr. Vecchioli's opinion that the effects of the SWM System on groundwater, and in particular the effect of Pond P11, "is a very important aspect . . . almost totally ignored [by Westfield and the District.]" Id. In other words, ICPR, because it does not account for effects on groundwater, is a flawed model for determining the impact on all water resources in the area. It did not consider "downward leakage as a means for water to escape from the pond [P11]." (Vol. III, p. 96). The omission is critical because the Floridan aquifer system has a potentiometric surface that's some 10 to 20 feet lower than the water table or surface environment most times during the year. The meaning of this was explained at hearing by Mr. Vecchioli: [T]here's a downward gradient where water will flow from the land surface in the vicinity of Pond 11 [Pll] down into the Floridan. When [Westfield's consultants] did the evaluation of the wetland-pond interaction, they ignored this. They essentially said that because we don't intend to penetrate the confining layer, which SWFWMD does not want done, that there won't be any leakage out of the pond vertically. This is not correct . . . . [I]n creating the pond . . . 25 feet or roughly half of the confining bed, or a greater amount, [will be removed], so this makes it much easier for water to move from the water table at land surface down into the Floridan . . . . Id. The failure to account for downward leakage or "vertical seepage" is significant. "[I]t . . . creates the uncertainty as to whether P11 is going to receive enough water to stay saturated to the top for much of the year." (Vol. III, Tr. 96- 97). If the water level in P11 does not stay at the control elevation, "there will be a downward gradient that prevails from the adjacent wetland [Wetland A3] into the pond and part of this will leak out into the Floridan aquifer, in addition to additional water lost by evaporation from the open surface of the pond. [This] . . . will create a deficiency in storage for the pond." (Vol. III, Tr. 97). Furthermore, with the removal of the sand during excavation and the replacement of it with water, "the material the water [that is contributing to seepage] has to move through is less, so you have much less energy lost to frictional forces." (Vol. III, Tr. 115). The result is that vertical seepage will be more likely to occur after the pond is excavated than before. In other words, it will be much easier for water to move from the surface into the Floridan. The seepage, moreover poses difficulties in maintaining elevation in P11. Evaporation from the pond will be greater than evaporation from the wetland. If water in the pond is not at the appropriate elevation, water will be drawn from Wetland A3. The wetland will be drier than under natural conditions. Mr. Vecchioli stopped short of predicting that downward leakage would damage the wetland; he stated only that damage would occur if P11 functions as he thought it "might." (Vol. III, Tr. 106). In essence, Mr. Vecchioli's opinion does not stand as a projection of certainty that the wetland will be damaged. Instead, it presents a factor that was not considered by Westfield in its analysis and by the District in its review. The District counters Mr. Vecchioli's opinion with the fact that the depth of the excavation is in compliance with the District's Basis of Review and that it will not remove what SWFWMD considers to be a "primary retarding material or section," that is, a layer of clay. But it will remove much of the sand. Sand, while it inhibits downward seepage from the surface into the aquifer, is nonetheless not impermeable; it is not an aquitard. Seepage, therefore, will occur despite compliance with the Basis of Review (as explained, below) with regard to depth of excavation and aquitards. Depths of Excavation and Aquitards Subsection 6.4.1.b of the Basis of Review addresses depths of excavation: 6.4.1 Dimensional Criteria (as measured at or from the control elevation). * * * b. Depth - The detention or retention area shall not be excavated to a depth that breaches an aquitard such that it would allow for lesser quality water to pass, either way, between the two systems. In those geographical areas of the District where there is not an aquitard present, the depth of the pond shall not be excavated to within two (2) feet of the underlying limestone which is part of a drinking water aquifer. District Ex. 4, CHAPTER SIX, Pg. 2 The term "aquitard" is not a term that appears in the "Explanation of Terms" section of the Basis of Review. See District Ex. 4, Section 1.7, CHAPTER ONE, pgs. 2-6. The District does not consider sand to be an aquitard. Clay, on the other hand, is an aquitard. As explained by Mr. Ritter at hearing, the term aquitard is "defined as a somewhat impermeable layer that if you were to cut through that, that would be considered a breach." (Vol. III, Tr. 128). If the District were to consider sand an aquitard, there is nowhere in the District that a pond could be excavated in compliance with subsection 6.4.1.b of the Basis of Review. The Ashley Glen proposal for the excavation of Pond P11 to a depth of 25 feet complies with the Basis of Review. The depth of excavation of the pond does not come within two feet of the underlying limestone. Nor does it breach a clay layer or any other aquitard. Compliance with the "depth of excavation" and "aquitard" provisions of the Basis of Review does not cure the problem with the placement of Pond P11: adjacent to Wetland A3. The problem was addressed (although not resolved) by a post- Draft Permit correction that showed more water reaching Wetland A3 by way of the SWM System than had been shown in the original modeling. Post-Draft Permit Correction The modeling described at hearing included a correction after the issuance of the Draft Permit. The correction was made because of "an additional off-site contributing area east of the project that was not considered in the original flood study prepared by the [applicant's] consultant . . . ." (Tr. 222). The model was updated to incorporate the additional contributions that had not been considered prior to the issuance of the Draft Permit. After the additional data was introduced, the modeling suggested changes that Westfield made to its proposal. On the north end of the Project, a conveyance channel had to be enlarged. Additional culverts were proposed beneath the proposed roadway to reduce flood impacts from the additional flows entering from the east that had been overlooked. Further evaluation by the District ensued in the wake of the additional modeling. Ultimately, in the process that preceded the final administrative hearing, the application was determined by the District to "still me[e]t the conditions for issuance and [staff, therefore] recommended approval." Id. In other words, this additional water would not cause too much water to flow into Wetland A3 and cause adverse impacts from flooding. The additional data demonstrates that there will be more water flowing through the SWM System and into Wetland A3 then originally projected but not too much so as to cause adverse flooding impacts. The additional water, however, does not cure the problem that Pond P11 poses for Wetland A3 as explained by Mr. Vecchioli due to the wetland's location, depth and open surface area. Location, Depth and Open Surface Area In the final analysis, while there may be nothing out of compliance technically with the depth of P11 and the size of its open surface area, when these factors are combined with the location of P11, adjacent to Wetland A3, there is a problem: the potential for adverse impact to Wetland A3 and the extended Cypress-forested Wetland of which it is a part. Seepage and evaporation will make it difficult to maintain the water levels in P11 necessary for the pond to discharge into the wetland. Furthermore, when the water table is down, whether due to drought, pumping activities in the region or for some other reason, and P11 is not at an appropriate elevation, it will draw water out of Wetland A3. Seepage and evaporation have the potential to exacerbate the drawdown. Seepage promoted by the presence of Pond P11 was not taken into account in the modeling done for the project. Without consideration of all the factors material to the site that should enter an appropriate calculation, there is not reasonable assurance that Wetland A3 and the Cypress-forested Wetland will not suffer adverse impacts from the SWM System. Monitoring Water Quantity Section 3.2.2.4(c) of the Basis of Review states: Whenever portions of a system could have the effect of altering water levels in wetlands or other surface waters, applicants shall be required to monitor the wetlands or other surface waters to demonstrate that such alteration has not resulted in adverse impacts, or to calibrate the system to prevent adverse impacts. Monitoring parameters, methods, schedules, and reporting requirements shall be specified in permit conditions. District Ex. 4, Chapter Three, P. 6. The District determined that the routing analysis and volume calculations with regard to the hydrology on-site and the hydrology of the wetlands provided by Westfield show that there will not be significant or frequent negative changes in wetland hydrology on site. The District concluded, therefore, there is no necessity to require monitoring of wetland water levels in the Permit. The District's determination, based as it is on the ICPR modeling provided by Westfield, does not withstand the criticism by Mr. Vecchioli. If the District, in the face of the evidence of record and Mr. Vecchioli's criticism, nonetheless decides that reasonable assurances have been made by Westfield, the District should require monitoring pursuant to the subsection 3.2.2.4(c) of the Basin of Review; without doubt, the excavation of Pond P11 adjacent to Wetland A3 has at least the potential to affect water levels in the wetland system. Water Quality The depth of P11 poses some dangers to water quality. Generally, the deeper a Florida lake, the more anoxic and "the more likely you have . . . nutrients such as phosphorus, binding up in the [waterbody] and then being released later" (vol. III, p. 64) to affect the waterbodies negatively. Wetlands surrounding P11, acting like "sponges" would provide treatment that removes nutrients and locks up chemicals to reduce their toxicity would improve water quality. But the District's rules do not require biological treatment for nutrients as part of the design of a surface water system. Given its nature as an attenuation pond, P11 will act like a secondary sediment sump. This aspect of P11 contributes no treatment credit to the application, as mentioned earlier, but any water entering Wetland A3 from P11 will have been treated by an SWM System so as to meet the District's requirements. Other measures will improve water quality on- site. One of such measures, for example, is that cattle on-site will be removed. Other measures related to water quality were examined by District staff. As he testified on behalf of the District, Mr. Sauskojus "checked to see whether or not . . . erosion control was located between any construction in the wetlands and/or buffers provided." (Tr. 288). He also checked to see that structures through which stormwater flowed into wetlands were equipped with skimmers. The inquiries led him to conclude as an expert in environmental resource permitting that water quality would not be adversely affected by the SWM System. Monitoring of water quality by the District may be done after the Permit has been finally issued and the SWM System is constructed. The District so provides in the Basis of Review. Section 5.13 of the District's Basis of Review states: Staff reports and permits for projects not requiring monitoring at the time of permit issuance will include a statement that water quality monitoring will be required in the future if necessary to ensure that state water quality standards are being met. This should not be construed as an indication that the District is contemplating the implementation of a program of intensive water quality monitoring by all permittees. District Ex. 4, Chapter Five, P. 6. Assurances Other than ICPR P11's Shelf Westfield proposes creation of a shelf along the western boundary of P11. It is approximately 150 feet wide with a slope of "a hundred to one . . . a flat area . . . right around the seasonal high elevation of [the] pond." (Tr. 158). Just as it does not claim treatment credit for P11, Westfield does not claim treatment credit for the shelf. There will not be any planting on the shelf; nor is it designed to serve as a littoral zone. A "shelf is . . . in some cases the final location for . . . the filtration [and] the protection for the wetland[;] . . . it acts as a wetland buffer for the mature forested wetland." (Vol. III, p. 59). But the shelf to be provided by Westfield is "just . . . a secondary shelf to help the interaction between the wetland and the pond." (Tr. 159). Without vegetation, the shelf provided will be of insignificant benefit. Dewatering During Construction To prevent dewatering of Wetland A3 during construction, a dewatering plan must be provided the District before excavation of P11 begins. The Permit contains a general condition that if the contractor "decides to use dewatering" (tr. 223) of a wetland, the District must be notified so that an assessment of adverse effects on the wetland can be made.6 Wetland Impacts: Avoidance, Minimization and Mitigation Direct impacts to wetlands include excavation or filling: events that entail physical construction in the wetland. The Project proposes direct wetland impacts to 1.61 acres of wetlands and 2.81 acres of surface waters or wet ditches. With regard to impacts, an applicant must first attempt to avoid them. If that fails, the applicant must minimize the impact. Finally, the applicant must propose mitigation for impacts. Direct Impacts to Wetlands In addition to the secondary impacts caused by the Project's upland activities to the many wetlands on-site that are buffered or that were not buffered and that have to be offset by mitigation, Wetland B12, a wetland little more than one-half acre in size, will receive both direct and secondary impacts. The direct impact is caused by the proposed road. The direct impact is unavoidable because of road alignment required by the Department of Transportation, "a human health and safety issue [that relates] to State Road 54." (Tr. 64). The direct impact to Wetland B12 takes up .15 acres, leaving .43 acres of the wetland without direct impact. (At the same time, Wetland B9 is avoided by the curve in the proposed road and the road is aligned to avoid direct impact to Wetlands B6 and D5.) Wetland B12 is exempt from fish and wildlife review because it "is not connected by a ditch or overland flow to a larger than half-acre wetland at seasonal high " (Tr. 283). The value of Wetland B12, as an isolated wetland, is not as high as the value of Wetland A3. It has also suffered de-watering and encroachment by exotic species. Wetland C12, just down the proposed road from Wetland B12, will incur direct impact to 0.05 acres. The remainder of the wetland on site, 1.80 acres will be preserved under a conservation easement. Wetland B4 is a small, herbaceous wetland. In the middle of what is now cow pasture slated for excavation if the Project is approved, Wetland B4 will suffer permanent destruction by the creation of Pond P11. The direct impact will cover 0.75 of an acre, the size of the wetland as it now exits. Wetland C4, 0.60 acres in size, will also be permanently destroyed by the establishment of several lots in the Northern Pod of development and excavation of P4, a wet detention pond. The justification offered by Westfield for the permanent destruction of these two relatively small isolated wetlands is economic. Saving them would cost $215,000. Mitigation of the Direct Impacts The project preserves wetlands on site with conservation easements. If the wetland is a good candidate for wetland stormwater treatment, the project attempts to augment its hydrology. The direct impacts of Westfield's planned activities are proposed to be mitigated by the construction of 2.89 acres of non-forested wetlands and by the preservation of 65.32 acres of wetlands on site. Section 3.3.2 in the Basis of Review provides: Subsections 3.3.2[.1] through 3.3.2.2 [of the Basis of Review] establish ratios for the acreage of mitigation required compared to the acreage which is adversely impacted by regulated activity. District Ex. 4, CHAPTER THREE, P. 21. When preservation of wetland and other surface waters is the vehicle of mitigation, it also provides: The ratio guideline for wetland and other surface water preservation will be 10:1 to 60:1 (acreage wetlands and other surface waters preserved to acreage impacted). District Ex. 4, CHAPTER THREE, P. 24. The ratio of wetlands and other surface waters proposed for preservation (65.32 acres) to wetlands proposed to be permanently destroyed (1.61 acres) by Westfield is more than 40 to 1, well within the guideline. The wetland area to be created is designated as Wetland B2. Adjacent to two wetland systems, Wetland A3 and Wetland C2, and lying between them, Wetland B2 will also serve as a wetland habitat wildlife corridor. The 2.89 acres of created non-forested wetlands that will constitute Wetland B2 offset 1.36 of non-forested impact, a ratio of 2.13 to 1. The ratio is within the guidelines for created wetlands in Section 3.3.2.1.1. of the Basis of Review. In the District's view, the applicant's wetland mitigation proposal provides the District with reasonable assurances that impacts to wetland functions will be offset. Put slightly differently by Mr.Sauskojus, in the view of District staff, "weighing the proposed direct impacts, the secondary impacts and the mitigation provided, . . . there will not be adverse impacts on site or offsite . . . ." (Tr. 293). Since downward and lateral seepage from Pond P11 was not taken into account, however, the mitigation plan offered by Westfield is not designed to offset any impacts from the seepage to Wetland A3 and the Cypress-forested Wetland. These impacts are secondary impacts. Secondary Impacts A secondary impact is an impact that follows a direct impact to a water resource. An example of a secondary impact is boat traffic increase because of the installation of a boat ramp or a marina that poses an increased threat of collision with manatees. The construction of the boat ramp or the marina would entail direct impacts to the water resource. The increased boat traffic would constitute impacts secondary to the construction of the ramp or marina. A way to minimize secondary impacts is through buffers. Just as the Cypress-forested Wetland should be buffered from development, so should the isolated wetlands on-site. Isolated wetlands are important for several reasons. They accept the brunt of the discharges from the developed uplands and so are responsible for filtering nutrients, pesticides and chemicals from stormwater and other run off. They also are spots where wildlife congregate. Birds, in particular, will be under siege from the cats that inevitably accompany development. Buffers, particularly vegetated buffers, assist in protection of wetlands whether contiguous or isolated. Section 3.3.7 of the Basis of Review provides: Secondary impacts to habitat functions of wetlands associated with upland activities will not be considered adverse if buffers, with a minimum width of 15' and an average width of 25' are provided abutting those wetlands that will remain under the permitted design, unless additional measures are needed for protection of wetlands used by listed species for nesting, denning, or critically important feeding habitat. District Ex. 4, CHAPTER THREE, Pg. 16. The upland activities of the Project have an average 25-foot buffer. For the bulk of the Project, the buffer is at least 15 feet, a minimum buffer that is normally required. Close to the headwaters of Wetland A3, however, the Southern Pod of development does not have a buffer that is equal to or more than 15 feet. In this area and other areas where there are less than 15 feet of buffer (such as around isolated Wetlands B8 and D3), the Project calls for a double silt fence, that is, a two- rowed fence to hold back silt. The silt fence will protect the wetland from damage during grading of the lots and construction of the residences. But it will not protect the wetland from secondary impacts caused by upland activities after the Project is developed. The buffers are made up of bahaia grass primarily. The import of the buffer's composition was explained at hearing by David Sauskojus, a District employee: If a buffer is made up of pasture grass, it is definitely much less effective relative to protecting habitat functions than . . . an undisturbed upland. . . . [I]n this case, . . . in the past before they made it pasture, [the undisturbed upland would have] consisted of palmettos, bryonia, bushes, [and] shrubs, that would have provided some kind of habitat value to the wetland itself. (Tr. 282). Despite the low quality of the composition of the buffers, the additional width of buffers in other areas that allow the average of the buffers to exceed 25 feet was reasonable assurance in the view of District personnel that the encroachment of development closer than 15 feet in certain areas would not have secondary habitat impacts to Wetland A3. Because of this "offset," the District did not request the applicant to mitigate for the encroachments into the minimum 15 feet of buffer normally required. Cumulative Impacts Section 3.2.8.1 of the Basis of Review provides: Cumulative impacts are considered unacceptable when the proposed system, considered in conjunction with the past, present, and future activities as described in 3.2.8 would then result in a violation of state water quality standards as set forth in subsection 3.1.1(c) or significant adverse impacts to functions of wetlands or other surface waters identified in subsection 3.2.2 within the same drainage basin when considering the basin as a whole. District Ex. 4, CHAPTER THREE, P. 19. The Project will not cause unacceptable cumulative impacts on the wetlands and other surface waters on site. Fish, Wildlife and Listed Species Under the Basin of Review, when a party applies for an ERP, "[g]enerally, wildlife surveys will not be required." District Ex. 4, Basin of Review, Section 3.2.2, CHAPTER THREE, page 4. The Basin of Review details when a wildlife survey is required: The need for a wildlife survey will depend upon the likelihood that the site is used by listed species, considering site characteristics and the range and habitat needs of such species, and whether the proposed system will impact that use such that criteria in subsection 3.2.2 through 3.2.2.3 and subsection 3.2.7 will not be met. Survey methodologies employed to inventory the site must provide reasonable assurance regarding the presence or absence of the subject listed species. Id. It is apparent from the record that District staff initially believed that a wildlife survey was needed. The file of record contains a document prepared by District staff entitled "Project Information Review List," (the "First Request for Additional Information" or "1st RAI"). Dated March 7, 2003, it refers to the Application's receipt one month earlier. Under the heading "SITE INFORMATION," the following appears: Has any current wildlife survey been performed on site? In particular, what recent observations have been made of wildlife usage within Wetlands B4, C4 and B12? The submitted wildlife survey not only is almost three years old, but it represents a preliminary effort. (emphasis supplied), Westfield Ex. 19, File of Record,(1st Volume), p. 104. The staff request for additional information continues with recommendations not only to cure the outdated nature of the survey but also for the methodology that should be used: Id. Staff would recommend, for the above three wetlands, that a survey be performed which is consistent with Florida Fish and Wildlife Conservation Commission's methodology, documented within; Standardized State Listed Animal Species Survey Procedures for FDOT Projects by Jim Beaver, revised in 1996, and Wildlife Methodology Guidelines by Mike Alan, 1988. Reference Rules 40D-4.101(1)(c) and (e) and 40D-4.301, F.A.C. and Section 3.2.2, Basis of Review (B.O.R.). The file of record reflects a response to the 1st RAI. With regard to the question as to whether a current wildlife survey has been performed, the criticism of the submitted survey and the recommended methodology to be used in a subsequent survey, Westfield's ERP consultant, King Engineering Associates, Inc., ("King") responds: Site conditions have not changed since King conducted the original preliminary listed species survey. During more recent site visits, King staff have not observed any additional listed species, or evidence of their breeding/nesting activity on the subject property. Onsite wetlands B4 and C4 are essentially shallow, wet depressional areas in the pasture. While these herbaceous wetlands could potentially provide occasional foraging habitat for wading birds, they do not represent suitable habitat for breeding/nesting of any listed species. Wetland B12, a forested wetland, likewise does not represent suitable habitat for breeding/nesting of listed species, and no listed species have been documented in this wetland. As a follow-up effort to King's preliminary listed species survey, and following recommendations made in that report, King has performed additional wildlife surveys. Specifically, a Southeastern Kestrel Survey and Gopher Tortoise Burrow Survey were conducted by King. The results of these follow-up surveys, which were included with Attachment 7 of the original submittal, revealed that neither of these two listed species is currently present on, or breeding/denning on, the subject property. Westfield Ex. 19, File of Record, (1st Volume), p. 123. On May 7, 2003, the District responded by letter to the additional information provided by King with a second Request for Additional Information (the "2nd RAI"). The letter states, "[y]our permit application still lacks some of the components necessary for us to complete our review; the enclosed checklist describes the missing information." District Ex. 19, File of Record, (1st Volume), p. 184). The checklist attached, under the heading "SITE INFORMATION" states: The response to Request for Additional Information (RAI) Comment No. 3, regarding wildlife surveys, does not give the District reasonable assurance that threatened or endangered species do not use the wetlands proposed to be impacted. Many changes have taken place in the vicinity of the project since King performed the preliminary survey three years ago. The construction of the Suncoast Parkway and several nearby residential developments have re-shaped habitat availability within this area. The District strongly recommends performing a wildlife survey to evaluate the usage by threatened or endangered species of Wetlands B4, C4 and B12. The survey should be performed using the previously noted Florida Fish and Wildlife Conservation Commission (FFWCC) methodology. Additionally, when/if the survey is performed, please provide details regarding the actual survey, including but not limited to, dates, times of day, location and methods used. Westfield Ex. 19, File of Record (1st Volume), p. 185. On June 20, 2003, King responded in writing to the 2nd RAI. With regard to the strong recommendation of a wildlife survey that uses the FFWCC methodology, King wrote: The applicant is confident based on the results of the existing Preliminary Listed Species survey and the extended amount of property contact time by field scientists and District staff in the intervening months when hydro-period, wetlands delineation, and permit application work were on-going, that no wetland dependent species are present. Westfield Ex. 19, File of Record, (1st Volume), p. 198. In addition to the time spent on the preliminary survey, the response lists 64 hours of time when the site was visited for purposes of "[w]etland delineation, wetland delineation & [h]ydro-periods," "h]ydro-periods," "[h]ydro-period [r]eview with SWFWMD," "[f]ollow-up Gopher Tortoise/Kestrel [s]urvey" and "[f]ield [v]isit with ACOE staff." Id. On July 18, 2003, a third RAI ("3rd RAI") was issued by staff. Satisfied with the June 20, 2003, response with regard to the earlier inquiries about a wildlife survey, the 3rd RAI makes no reference to the earlier requests with regard to site information or the need for wildlife survey. Dr. Baca, Dr. Blanco's wetlands ecologist, criticized the wetland information provided by Westfield along the same lines as did District staff in the documents in the file of record. For example, Dr. Baca testified with regard to endangered species that a survey should be conducted over several seasons. A great deal of time must be spent studying the particular habitat and looking for particular organisms. "It cannot be an aside to other work . . . with wetlands or soil studies . . . [i]t has to be a focus of [a wildlife survey]." (Vol. III, tr. 33). A survey for endangered or threatened species requires time and focus precisely because of the nature of listed species; in Dr. Baca's words, "they're not around very much and sometimes they're not around very long." (Vol. III, tr. 32). Time of day that a survey is conducted, moreover, has an impact on the likelihood that wildlife will be found on site. As Dr. Baca testified, Most of the time, you'll find more wildlife on-site around the hours of dusk and dawn . . . Other times, especially during cold weather, wildlife will come out during the hottest part of the day, which is around noon . . . [a]ll of these add to the amount of time that would be required to do a proper study. (Vol. III, Tr. 33). There is no evidence of record as to time of day of the visits used by Westfield for credit toward wildlife observation. Finally, it is apparent that the on-site visits following the preliminary species survey three years prior to the submission of the application did not employ the methodology recommended by the District: the FWWCC methodology. Perhaps an equivalent methodology could be employed, but there is no evidence of an attempt to conduct a survey with an acceptable methodology, either that of FWWCC or an equivalent. The District's acceptance of the Kestrel Survey may have been appropriate.7 But the hours spent visiting the site for wetland delineation and purposes other than to survey wildlife were not shown to have employed the FWWCC methodology or its equivalent and do not supplant the need for a wildlife survey that employs an appropriate methodology. The Mitigation Plan When the impacts of a project that requires an ERP permit are such that an applicant is unable to meet the criteria for approval (the "public interest test"), the applicant may propose or accept measures that mitigate the adverse impacts of the regulated activity so that the Project in its entirety can be demonstrated to be "not contrary to the public interest." In other words, "[t]he mitigation must offset the adverse effects caused by the regulated activity." § 373.414(1)(b), Fla. Stat. It is "the responsibility of the applicant to choose the form of mitigation." Id. As explained by the testimony, all of the mitigation proposed by Westfield is on-site.8 The Respondents' Joint Proposed Recommended Order addresses mitigation for the adverse impacts caused by the Project. The proposed findings that relate to mitigation are summed up in paragraph 16 of the proposed order: 16. The mitigation for the project is appropriate and adequately compens[]ates for the unavoidable direct and secondary wetland impacts from the Project. Respondents' Joint Proposed Recommended Order, p. 6. In support of this finding, the proposed order cites to the File of Record, Westfield Ex. 19, testimony from Mr. Courtney at Tr. 66-76 and 120-121 and testimony from Mr. Sauskojus at Tr. 284-286. Mr. Sauskojus' testimony explains how the mitigation plan adequately mitigates for the direct impacts to wetlands on site. But that explanation does not demonstrate mitigation for all of the potential impacts. No effort was offered for how the plan was designed to mitigate for the impact of draw-down from Wetland A3 caused by low elevation of Pond P11 due to seepage, for example, because seepage was not accounted for in the ICPR modeling. Mr. Courtney's testimony is no different with regard to the same critical omission. Westfield, quite simply, did not take into account, as Mr. Vecchioli testified, the effect of seepage in the information it provided the District. Nor was the mitigation plan designed to mitigate for secondary impacts that might have been indicated by a wildlife survey since an appropriate wildlife survey was not conducted. At bottom, Westfield did not provide reasonable assurances as required by the statutes and rules; it omitted an adequate wildlife survey from the submission of information to the District and it failed to account for seepage from Pond P11 and its effect on Wetland A3 and the Cypress-forested Wetland. Its mitigation plan does not make up for Westfield's failure to demonstrate that the Project is otherwise "not contrary to the public interest."
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Individual Environmental Resource Permit sought by Entryway and Westfield be DENIED. DONE AND ENTERED this 17th day of December, 2004, 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 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 17th day of December, 2004.
The Issue At issue in this proceeding is whether a development order (building permit) issued by Monroe County to John and Alice Scott, Owners, and Hugh E. Rhodus, General Contractor, for the construction of a vertical seawall/dock on Lots 31 and 32, White Marlin Beach subdivision, Matecumbe Key, Monroe County, Florida, is consistent with the Monroe County Comprehensive Plan and land development regulations.
Findings Of Fact The Property Respondents John and Alice Scott are the owners of two canal front lots known as Lots 31 and 32, White Marlin Beach subdivision, Matecumbe Key, Monroe County, Florida. Lots 31 and 32 were acquired in 1968 and 1970 and are undeveloped. The subject lots are in incorporated Monroe County, Florida, and are zoned Improved Subdivision (IS). The Scotts reside on a third lot facing the bay that is across the street from the subject lots. Respondents' lots are within the Florida Keys Area of Critical State Concern. The land where the White Marlin Beach subdivision is located was at one time all mangroves and other trees. The subdivision was created in 1955-56 by means of dredge and fill activities. During the late 1960s and early 1970s, the shorelines of Lots 31 and 32 were even with an existing bulkhead on an adjacent lot. Very small mangroves were beginning to revegetate the shorelines. By 1979-1980, some shoreline erosion had occurred on the lots, estimated at 5-6 feet. At some unknown time thereafter, additional shoreline erosion occurred, estimated at its greatest point to be approximately 10 feet from the original platted fill line. At the time the permit application was considered and at the time of the hearing, the revegetated mangroves had grown into a substantial fringe of high complexity, running the entire 117-foot length of the two lots and varying from 5 to 15 feet in width. Some of the trees are as tall as 12 feet. The area in which the mangroves have revegetated slopes gently toward the canal. It constitutes a shallow water habitat which, in addition to the mangrove vegetation, supports crabs, juvenile fish, algae, and seagrasses. The expert witnesses of both Petitioner and Respondent testified that the mature mangrove fringe on the two lots has stabilized the land area adjacent to the canal. Landward of the mangrove fringe, the lots are comprised of unconsolidated sand used to create the lots. The edges of the fill material form a gentle slope from as low as six inches up to 24 inches at one extreme. Upland erosion is occurring along the edge of the unconsolidated fill, washing down the slope of the fill into the mangroves. Erosion of the edges of upland fill is a common occurrence in the Florida Keys. 10 The unconsolidated fill material where the erosion is occurring constitutes the uplands portion of the lots and is caused by weather events (wind and rain), rather than by tidal or wave action. There is active boating traffic on the subject canal; many large commercial and pleasure boats use the canal. Marine fuel and supplies are sold at Angelo's. There is a commercial fishing "village" located at and around Angelo's. To reach open water, i.e., the Gulf bay, boats must pass lots 31 and 32 after leaving Angelo's. Most of the other lots on the same canal as lots 31 and 32 are primarily protected by seawalls. The Scotts, under the subject seawall permit, are seeking to tie in to the adjoining seawall for consistency in community character and appearance. The adjoining property owners and many of the neighboring property owners want the mangroves removed and a seawall built to protect lots 31 and 32. Permit Application and Issuance On March 11, 1992, the Scotts applied to Monroe County for a permit to construct a seawall on Lots 31 and 32, White Marlin Beach subdivision. The Scotts' seawall permit application was denied by Pat McNeese, the Monroe County Environmental Resources Director, based upon her conclusion that erosion was not occurring on the lots and thus a seawall was not allowed under the Monroe County land development regulations. The Scotts appealed Ms. McNeese's decision to the Monroe County Planning Commission. As part of their evidence, Respondents offered a certified land survey conducted on November 1, 1992, which shows that the approximate shoreline of the property is at its greatest point roughly 10 feet landward of the platted shoreline. After hearing, the Planning Commission upheld Ms. McNeese's decision to deny the permit. The Scotts then appealed the Planning Commission's decision to the Monroe County Board of County Commissioners. The Board overturned the Planning Commission. The Board found that the Scotts are entitled to a permit to develop a seawall for erosion control under the provisions of Section 9.5-345(m)(2)(b), Monroe County Code. On April 19, 1993, Monroe County issued building permit number 9230005939 which is the subject of this proceeding. The permit was rendered to the Department on April 21, 1994, and was appealed by the Department 45 days thereafter. Monroe County Comprehensive Plan and Land Development Regulations The Monroe County Comprehensive Plan contains various policies directed toward preservation or conservation of the Keys environment and maintenance of water quality. Section 2.104, Nearshore Waters, Monroe County Comprehensive Plan, Volume II, Future Land Use Element, states, in part, that: The Florida Keys are dependent on nearshore water quality for their environmental and economic integrity. The heart of the Florida Keys economy, the means by which Monroe County exists as a civil and social institution, is based on its unique, oceanic character. If nearshore water quality is not maintained, then quality of life and the economy of Monroe County will be directly and immediately impacted. OBJECTIVES 1. To protect, maintain and, where appropriate, improve the quality of nearshore waters in Monroe County. * * * POLICIES 1. To prohibit land uses that directly or indirectly degrade nearshore water quality. * * * To prohibit the development of water dependent facilities, including marinas, at locations that would involve significant degradation of the biological character of submerged lands. To limit the location of water-dependent facilities at locations that will not have a significant adverse impact on off-shore resources of particular importance. For the purposes of this policy, off-shore resources of particular importance shall mean hard coral bottoms, habitats of state or federal threatened and endangered species, shallow water areas with natural marine communities with depths at mean low tide of less than four (4) feet, and all designated Aquatic Preserves under Ch. 253.39 et seq. the [sic] Florida Statutes. The Monroe County Comprehensive Plan, Volume II, Sec. 2-115 entitled "Enforcement" provides: A major component of any future land use element is the need to strictly enforce implementing regulations. If Monroe County is to achieve the promise of this Plan, it is essential that all persons involved in the land development process adhere to the requirement of this Plan and that the integrity of the development review process be protected. The Monroe County Comprehensive Plan, Future Land Use Element, Volume II, Natural Vegetation Management Policies provides: In recognizing the need to preserve as much natural vegetation as possible, the County will direct its land use and development regulations to minimize destruction of natural vegetation and modification of landscape. Guidelines and performance standards designed to protect natural vegetation from development will be developed and enforced. Clearing of native vegetation for development will be controlled. * * * 3. Regulations controlling development in areas characterized primarily by wetland vegetative species such as mangrove and associated vegetation will emphasize preservation of natural vegetation to the maximum degree possible. * * * 8. The existing County ordinances designed to protect and conserve natural vegetation will be strictly interpreted, rigidly enforced, and/or amended when necessary. * * * Of all the natural landforms and features which must be given due consideration in their protection, protection of the shoreline is of prime concern. . . . Chapter VII, Coastal Zone Protection Element, Marine Resources Management Policies section, Future Land Use Element, Monroe County Comprehensive Plan, Volume II, states that: Recognizing the crucial role that the marine environment plays in the local economy, the protection, conservation, and management of marine resources will be viewed as an issue requiring the County's utmost attention. In an effort to protect and conserve marine resources, emphasis will be placed on protecting the entire marine eco-system. 1.2. To this end, maintenance of water quality; protection of marine flora and fauna, including shoreline vegetation; and preservation of coral reefs will be regarded as being absolutely essential to maintaining the integrity of the marine system. Utilization of marine resources will be judged sound or unsound from the standpoint of whether or not a permitted use insures conservation and long-term maintenance of the resource. * * * Land and water activities which are incompa- tible with the preservation of marine resources because of their potential adverse effects will be prohibited, restricted, or carefully regulated depending upon the nature of the activity and the extent of potential impact. Development of bulkheads (the vertical component of a seawall) is characterized in the Monroe County Comprehensive Plan as "shoreline modification" and is addressed in Volume II as follows: Shoreline Modification Shoreline generally requires some degree of modification before it can be utilized for development of any sort. But such modification, unless carefully planned, can have adverse effects far beyond the area directly altered for development. For this reason, all shoreline modifications are subject to close scrutiny and regulation by local, State and Federal agencies. The following guidelines should be used at the local level to minimize the impact of shoreline modifications of different types. Bulkheads and Bulkhead Lines Bulkhead lines should be set at, or landward of, the mean high water line or the landward boundary of the shoreline protection zone, which- ever is applicable. Where possible, sloping rip-rap structures and coastal vegetation should be used rather than vertical seawalls. The Monroe County land development regulations provide in pertinent part: Sec. 9.5-288. Bulkheads, seawalls, riprap and fences. Bulkheads, seawalls, riprap and fences may be allowed as principal uses where it is demonstrated that their purpose is for erosion protection or upland protection (except for the Big Pine Area of Critical County Concern). Seawalls, in any configuration to include integral steps, ladders, platforms, quays, wharfs, and integral docks landward of seawalls, are permitted, with or without a principal building, in all land use districts for the purpose of erosion control. . . . Riprap placement is permitted without a principal structure for erosion control. * * * Sec. 9.5-335. Purpose of environmental perform- ance standards. It is the purpose of this division to provide for the conservation and protection of the environmental resources of the Florida Keys by ensuring that the functional integrity of natural areas is protected when land is developed. * * * Sec. 9.5-345. Environmental design criteria. (m) Mangroves and Submerged Lands: Except as provided in paragraph (3), only piers, docks, utility pilings and walkways shall be permitted on mangroves and submerged lands; All structures on any submerged lands and mangroves shall be designed, located and constructed such that: All structures shall be constructed on pilings or other supports; Bulkheads and seawalls shall be permitted only to stabilize disturbed shorelines or to replace deteriorated existing bulkheads and seawalls; * * * d. No docking facility shall be developed at any site unless a minimum channel of twenty (20) feet in width where a mean low water depth of at least minus four (4) feet exists; No fill shall be permitted in any natural water body; No fill shall be permitted in any manmade water body unless the applicant demonstrates that the activity will not have a significant adverse impact on natural marine communities. * * * Sec. 9.5-4. Definitions. (W-1) Water at least four (4) feet below mean sea level at mean low tide means locations that will not have a significant adverse impact on off- shore resources of particular importance. For the purpose of this definition, "off-shore resources of particular importance" shall mean hard coral bottoms, habitat of state or federal threatened and endangered species, shallow water areas with natural marine communities with depths at mean low tide of less than four (4) feet and all designated aquatic preserves under Florida Statutes section 258.39 et seq. The land development regulations must be implemented in a manner consistent with the Monroe County Comprehensive Plan. Seawall The shoreline is generally the area between mean high water and mean low water. For regulatory purposes, the "shoreline" is considered to be mean high water. While a seawall will protect shoreline property, there are negative impacts associated with development of seawalls which merit consideration. In this case, development of the permitted seawall would involve elimination of the existing mature mangrove fringe, which filters upland runoff, and filling in the shelf, including submerged lands, which provides habitat for juvenile fish, crabs and algae. Water quality in the White Marlin Beach canals will deteriorate as additional seawalls are constructed. Wave force is increased as waves bounce off one seawall and then another, which in turn brings up sediments which may contain pollutants. Increased wave force also draws sediments out from under existing bulkheads, causing or contributing to their deterioration and adding to the suspended sediments in the canal. Riprap and coastal vegetation absorb rather than intensify wave energy. While some amount of shoreline erosion occurred on Lots 31 and 32 during the 1970s and at some time thereafter, the shorelines on Lots 31 and 32 are now stabilized by the existing mangrove fringe. Since the shorelines of Lots 31 and 32 are not presently eroding, that portion of the permit which authorizes the removal of the shoreline vegetation and development of a vertical seawall is not consistent with the Monroe County land development regulations. Rip-Rap Even if shoreline erosion were occurring, a seawall or bulkhead to stabilize the shoreline would still not be authorized under the Monroe County Comprehensive Plan and land development regulations. The shoreline on Lots 31 and 32 is gently sloping, with only about 1-1/2 feet of silt over the bedrock within the mangrove fringe. Rip-rap would be feasible on Lots 31 and 32 if shoreline erosion were to be currently taking place. Upland Erosion The Scotts are experiencing some erosion on the edges of the upland fill on Lots 31 and 32, caused by wind, rain, digging crabs, and the spreading roots of mangrove trees. Such erosion on the edges of upland fill is common in the Florida Keys. Construction of a vertical seawall, which is a shoreline stabilization technique, is not appropriate to address an upland erosion problem. Erosion of upland fill material is commonly addressed by use of a retaining wall landward of the shoreline. Development of a retaining wall on Lots 31 and 32 would not necessitate removal of the existing shoreline vegetation and placement of fill on submerged lands as authorized under the subject permit. Fill Behind Seawall The plans approved with the subject permit authorize the placement of fill behind the seawall. A portion of the proposed fill would be placed below mean high water on submerged lands. Section 9.5-345(m)(2)(4), Monroe County Code, prohibits the placement of fill in a manmade water body unless the applicant demonstrates that the activity will not have a significant adverse impact on natural marine communities. The mangrove community and submerged shelf that exist on lots 31 and 32 are natural marine communities. The permanent obliteration of the shoreline vegetation and elimination of the submerged lands that presently exist on Lots 31 and 32 would be a significant adverse impact on natural marine communities. Accordingly, the placement of fill on the submerged lands on Lots 31 and 32 is not authorized under the Monroe County land development regulations. Docks Section 9.5-345(m)(2)(d), Monroe County Code, requires that docking facilities be developed only where a water depth of at least minus four feet mean low water (-4 MLW) exists. The plans approved under the subject permit show a water depth of zero (0) feet MLW at the waterward extent of the proposed seawall/dock. The Scotts' intention is to align the seawall spanning Lots 31 and 32 with a seawall on an adjacent lot. Water depth in that approximate location, which differs from the approved site plan and is therefore not authorized by the permit, is 1.6 feet at low tide. There is not adequate water depth at the waterward side of the proposed seawall/dock, as shown either on the approved plan or as described in testimony, to accommodate a docking facility on Lots 31 and 32. Further, because the dock has a vertical seawall component, it is not designed to be constructed on pilings or other supports, as required by Section 9.5-345(m)(2)(a), Monroe County Code. Accessory Use The Monroe County land development regulations define an accessory use or structure as a use or structure that serves a principal use and is located on the same lot or lots under the same ownership and in the same land use district as the principal use or structure. The regulation specifically prohibits the establishment of an accessory use prior to the principal use to which it is accessory. Accessory uses are generally regulated based upon whether the accessory use is located on the same property as the principal use. Under the County definition of accessory use, when dealing with a single lot, the principal use must be established first. The reference to the plural "lots" accommodates larger projects which typically encompass more than one lot, such as hotels and multifamily projects. It would also encompass an individual's residence where the lots were aggregated for development. The intent of the regulation is not to restrict the accessory uses to any one of those individual lots, but to recognize that the accessory use can also extend and cover all of the lots where the principal use is located. The regulation was adopted to cure an ongoing problem in the Keys of speculative development where shoreline improvements were developed without the establishment of principal uses to increase the value of saleable lots. In this case, the principal use (the Scotts' residence) is not located on either of the two lots for which the permit was issued. To allow development of those properties prior to the establishment of principal uses on them would be inconsistent with the Monroe County land development regulation and the purpose for which it was adopted.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Florida Land and Water Adjudicatory Commission enter a final order denying permission to develop the vertical seawall/dock authorized under Monroe County building permit number 9230005939 and denying all other relief requested by the Respondents. It is further recommended that such final order specify those items set forth in paragraphs 45 and 46, Conclusions of Law, as changes in design and circumstances necessary to enable the Scotts to obtain a permit to stabilize the upland fill on the lots and entitle them to a permit or permits for docking facilities. DONE AND ENTERED this 14th day of October 1994 in Tallahassee, Leon County, Florida. MICHAEL M. PARRISH Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 14th day of October 1994. APPENDIX The following are the specific rulings on all proposed findings of fact submitted by all parties. Findings proposed by the Petitioner: With the one exception mentioned immediately below, all proposed findings of fact submitted by the Petitioner have been accepted, with occasional editorial modifications in the interest of clarity and accuracy. The one exception is paragraph 25, which was rejected as unnecessary repetition or summary of findings already made. Findings proposed by the Respondents: Paragraph 1: Accepted in substance. Paragraph 2: Rejected as subordinate and unnecessary details in view of the de novo nature of this proceeding. Paragraphs 3, 4, 5, 6, 7, 8, 9, and 10: Accepted in substance. Paragraph 11: Rejected as contrary to the greater weight of the evidence. (There is conflicting evidence on this subject. The testimony of the Petitioner's witnesses is found to be more persuasive than the version put forth by the Respondents' witnesses.) Paragraph 12: Accepted in substance. Paragraphs 13 and 14: Rejected as subordinate and unnecessary details. Paragraphs 15 and 16: Both of these paragraphs are rejected as too overly broad and imprecise to be meaningful in the context of the issues in this proceeding. More precise and detailed findings have been made regarding the nature of past and current erosion on the subject property. Paragraph 17: Rejected as too narrow a statement to be accurate. As noted in the findings of fact, other factors are contributing to the upland erosion. Paragraph 18: Rejected as not supported by persuasive competent substantial evidence. Although there is some testimony along the general lines of what is proposed in this paragraph, that testimony appears to be more nearly hyperbole than hard science. Paragraph 19: Rejected as consisting primarily of argument, rather than proposed findings of fact. Further, the last sentence of this paragraph is a conclusion that is contrary to the greater weight of the evidence. Paragraph 20: Rejected as consisting primarily of argument and proposed conclusions of law, rather than proposed findings of fact. Paragraph 21: First two sentences rejected as subordinate and unnecessary details in view of the requirements of the Monroe County Comprehensive Plan and land development regulations. Last sentence rejected as constituting a conclusion that is contrary to the greater weight of the evidence. Paragraph 22: Rejected in part as not fully supported by persuasive competent substantial evidence and in part as irrelevant. (The water being too shallow, it does not particularly matter why it is too shallow.) Paragraph 23: Rejected as subordinate and unnecessary details in view of the requirements of the Monroe County Comprehensive Plan and land development regulations. Paragraph 24: Accepted in substance with some editorial language omitted. Paragraphs 25 and 26: Rejected as constituting conclusions that are contrary to the greater weight of the evidence. COPIES FURNISHED: Sherry A. Spiers Assistant General Counsel Department of Community Affairs 2740 Centerview Drive Tallahassee, Florida 32399-2100 Carol A. Scott, Esquire KUBICKI, DRAPER, GALLAGHER & MCGRANE, P.A. 1200 City National Bank Building 25 West Flagler Street Miami, Florida 33130 James T. Hendrick, Esquire 617 Whitehead Street Key West, Florida 33040 David K. Coburn, Secretary Florida Land & Water Adjudicatory Commission 311 Carlton Building Tallahassee, Florida 32301
The Issue The issue in this proceeding is whether four agency memoranda describing policy on mitigation for dredge and fill projects are unpromulgated rules and were relied on by the agency in violation of Section 120.535(1), F.S. During the hearing, and afterwards in writing, Petitioner sought leave to amend its pleadings to incorporate other policies allegedly relied on by the agency in the process of the dredge and fill application review. That request was denied in an order entered on August 23, 1993. Those policies are addressed in the recommended order in DOAH #93-3367.
Findings Of Fact Petitioner, SIP Properties Limited Partnership (SIP) is the record owner of the parcel at issue, approximately thirty-five (35) acres located in the southwest area of Orlando, Orange County, Florida. SIP proposes to prepare the site for commercial and office use by developing the site into separate parcels or lots with proposed uses such as restaurant or fast food establishments, offices and retail stores. Development of the site requires the construction of compensating storage ponds that will act as retention/detention ponds and filling the site. The proposed improvements will result in the filling of 7.47 acres and dredging of 0.42 acres of wetlands claimed to be jurisdictional by DEP. Based on statements made to SIP by staff regarding department "mitigation policies" applicable to SIP's dredge and fill permit application, SIP believed that department policy memoranda were applied during permit review. SIP attached these various memoranda regarding mitigation to its Petition for Administrative Determination of Violation of Rulemaking Requirement dated May 27, 1993, and identified these memoranda as nonrule policies utilized by the department. The department retains on file and makes available for use by its staff the identified memoranda. However, in this case the department did not rely on or apply the mitigation guidelines contained in the memoranda in SIP's Petition. Instead, it applied Part III of Chapter 17-3120, F.A.C. In Part III of Chapter 17-312, F.A.C., the agency has adopted rules addressing the mitigation issues contained in the memoranda in SIP's Petition. For example, the agency has adopted guidelines in rule 17-312.340(2), F.A.C., for applying ratios when mitigation involves creation of state waters, as in this case. The department presently relies on these rules when reviewing mitigation plans, and does not rely on the policy memos referenced in the petition. Determining the mitigation needed to successfully offset impacts from a project is difficult and depends on many factors, including hydrology, soils, planting methods, and monitoring plans. Determining what is needed to reasonably assure successful mitigation must be done on a case by case basis. Not enough is known about the subject to apply any particular set of directions and expect success. DEP is presently in the process of developing rules to further address most aspects of mitigation.
Recommendation Based on the foregoing, it is, hereby, RECOMMENDED: That the Department of Environmental Protection issue its Final Order granting SIP's dredge and fill permit #48-2086169, with the mitigation proposed by the applicant, and establishing an expiration date and monitoring and evaluation plan for determining success of the mitigation as provided in rules 17-312.320 and 17-312.350, F.A.C. DONE AND RECOMMENDED this 11th day of January, 1994, in Tallahassee, Leon County, Florida. MARY CLARK Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904)488-9675 Filed with the Clerk of the Division of Administrative Hearings this 11th day of January, 1994. APPENDIX The following constitute specific rulings on the findings of fact proposed by the parties. Petitioner's Proposed Findings 1.-3. Adopted in paragraph 2. 4.-6. Adopted in paragraph 7. 7.-8. Rejected as unnecessary. 9. Adopted in paragraph 8. 10.-11. Adopted in substance in paragraph 9. 12. Adopted in substance in paragraph 10. 13.-16. Rejected as unnecessary Adopted in paragraphs 11 and 12. Rejected as unnecessary. 19.-21. Adopted in substance in paragraph 13. 22.-23. Adopted in substance in paragraph 14. 24.-25. Adopted in paragraph 15. Adopted in paragraph 16. Rejected as contrary to the weight of evidence. Adopted in paragraph 16. Substantially rejected as contrary to the greater weight of evidence. Adopted in part in paragraph 17, otherwise rejected as immaterial. Rejected as immaterial. Adopted in paragraph 18. Rejected as immaterial. The agency witnesses established that the vegetation along the canal evidences the physical connection and there is evidence that water flows from the site into the canal. Rejected as unsubstantiated by reliable competent evidence. Adopted in substance in paragraph 22. 36.-40. Rejected as unsupported by reliable competent evidence. Rejected as immaterial. Rejected as unsupported by the weight of evidence. Rejected as unnecessary, and as to characterization of merely "relic" wetlands, unsupported by the weight of evidence. Rejected (the conclusion of jurisdictional limit) as unsupported by the greater weight of evidence. 45.-53. Rejected as immaterial or unnecessary. 54.-56. Adopted in paragraphs 33 and 34. 57. Adopted, as to the limited function, in paragraphs 22 and 23. 58. Adopted in paragraph 26. 59.-60. Adopted in paragraph 23. 61. Rejected, as to the absolute conclusion of "no function", as contrary to the greater weight of evidence. 62. Adopted in paragraph 25. 63.-64. Adopted in paragraph 26. Rejected as unnecessary. Adopted in paragraph 30. Adopted in paragraph 34. Adopted in substance in paragraph 31. Adopted in substance in paragraphs 30 and 34. Adopted in paragraph 31. 71.-73. Adopted in paragraph 33. 74.-77. Rejected as unnecessary. 78.-79. Adopted in paragraph 31. 80.-81. Adopted in paragraph 35. Rejected as unnecessary. Adopted in paragraph 33. 84.-90. Rejected as unnecessary. Respondent's Proposed Findings Adopted in paragraph 15. 2.-3. Adopted in paragraph 16. 4.-5. Adopted in paragraph 17. Adopted in paragraph 15. Adopted in paragraph 17. Adopted in paragraph 16. Rejected as unnecessary and as to "binding" effect, unsupported by the weight of evidence. Adopted in paragraph 19. 11.-15. Adopted in substance in paragraph 21. 16. Rejected as contrary to the weight of evidence and inconsistent with proposed findings #18 with regard to the constant level in the canal. 17.-18. Adopted in substance in paragraphs 21 and 23. 19.-21. Adopted in paragraphs 19 and 20. 22.-26. Adopted in summary in paragraph 21. Adopted in paragraph 27. Adopted in substance in paragraphs 1 and 2. Adopted in paragraph 2. Adopted in part in paragraph 16. That the forests are "healthy and viable" is rejected as unsupported by the weight of evidence. Adopted in substance in paragraph 17. Adopted in part in paragraph 25; otherwise rejected as contrary to the weight of evidence. 33.-34. Adopted in part in paragraph 27; otherwise rejected as contrary to the weight of evidence. 35.-37. Rejected as contrary to the weight of evidence. 38.-43. Rejected as unnecessary. 44. Rejected as contrary to the weight of evidence. The stormwater management plan and mitigation will restore the stormwater treatment functions. 45.-47. Adopted in substance in paragraph 30. Rejected as substantially contrary to the greater weight of evidence (as to the negative impact). Adopted in part, as to water quality problems generally, but rejected as to the ultimate conclusion, as contrary to the greater weight of evidence. Rejected as unnecessary. 51.-52. Adopted in summary in paragraph 31. 53.-54. Rejected as cumulative and unnecessary. 55. Rejected as contrary to the greater weight of evidence. COPIES FURNISHED: Virginia B. Wetherell, Secretary Department of Environmental Protection Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Kenneth Plante, General Counsel Department of Environmental Protection Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Ronald M. Schirtzer, Esquire Martha H. Formella, Esquire R. Duke Woodson, Esquire FOLEY & LARDNER 111 North Orange Avenue, Suite 1800 Orlando, Florida 32801 Douglas H. MacLaughlin, Esquire John L. Chaves, Esquire Rosanne G. Capeless, Certified Legal Intern Department of Environmental Protection Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400
Findings Of Fact 1. Ivan J. Russell owns land on the northern shore of Clear Lake which lies between the St. Johns River and Crescent Lake in southern Putnam County. The Petitioner is the owner's son-in-law. The owner authorized the Petitioner to excavate two "ponds" on the marshy part of the property nearest to Clear Lake. The Petitioner testified that he had in mind raising an okra crop on the area, and wished to fill part of the area so that his tractor would not bog down, and to use the resulting ponds as an irrigation source. The Petitioner also indicated that he desired to provided better access to Clear Lake. Despite his original intention to farm the area, he testified that he and the owner would be willing to dedicate the land to non-agricultural use in order to obtain a permit for the excavations. The excavations are each 30 feet wide by 150 feet long, and are three to four feet deep. Spoil material from the excavations was placed on the property adjacent to them. The excavations are clearly depicted in aerial photographs which were received in evidence as Department Exhibits 7- They are actually dead end canals which extend from Clear Lake to the upland portions of the property through what had been a marshy littoral zone. At the time that the excavations were undertaken the waters of Clear Lake were apparently quite low, and the excavations were not physically connected with the lake. At the time of the hearing, however, the waters of the lake were considerably higher and water flowed unimpeded from the lake into the excavations. The excavations are now separated from the lake only by a narrow fringe of vegetation. Clear Lake is located in an area which is described in geologic terms as a "sandhill area." The lake is classified as a sandhill lake. Such areas are typified by sandy, highly leached soils of coastal origin. Sinkholes are common. When a sinkhole develops, ground water seeps into it, forming a lake such as Clear Lake. Precipitation levels regulate the water levels of the lake, however, the water level will respond only gradually to high or low precipitation periods. In other words, the lake will gradually decrease in depth during drought periods, and will rise gradually in response to heavy rainfall periods. Where the shoreline of a sandhill lake slopes gradually, broad marsh areas are typical. The Petitioner's project was undertaken in such a marsh. The excavations were made in an area which is dominated by both transitional and submerged vegetation. This indicates that during periods when the water level is high the area is submerged, and during periods when the water level is low it is a transitional zone. At no time could the marsh be considered an upland area. At the time of the hearing the marsh was in fact a part of Clear Lake. A broad marshy area surrounding a sandhill lake performs a significant function to maintain the water quality of the lake, and to provide a food supply and habitat for fish and wildlife. The marsh vegetation serves to filter excess nutrients from the waters of the lake, and to filter excess nutrients from runoff that enters the lake. The marsh also constitutes and essential part of the food chain for fish resources of the lake, and during the early stages of development, fish will use the marsh area as a habitat. The Petitioner's excavations effectively obliterate a significant portion of the marsh on the northern side of Clear Lake. The marsh has been replaced with two dead end canals which are adjoined by sandy, dry areas. The project will have an adverse impact upon water quality in the lake. The filtering function, which vegetation in such a zone performs, has been eliminated. The project will also have an adverse impact upon fish resources in the lake, because a significant habitat has been lost. There has been considerable development around the shore of Clear Lake. Most of the development has occurred on the southern portion of the lake where the shoreline is more steep, and where the marshy littoral zone is narrow. The fact that the littoral zone surrounding the lake is not uniformly broad renders the broad areas that do exist especially significant. The existence of development around the lake augments the significance. The adverse impacts of the Petitioner's project may not be readily apparent. If it and other such projects were permitted, however, the water quality of Clear Lake will inevitably deteriorate. The Petitioner did not consult engineering or environmental consultants before undertaking the project. Neither did he seek nor obtain any permit from the Department or from any other governmental entity.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is, hereby RECOMMENDED that the Department of Environmental Regulation enter a final order denying the Petitioner's application for an after-the-fact permit, and requiring the Petitioner to restore the area to its original condition, taking care that such restoration be accomplished in such a manner to cause as little disruption to the waters of Clear Lake as possible. DONE AND ENTERED this 9th day of March 1979 in Tallahassee, Florida. G. STEVEN PFEIFFER Hearing Officer Division of Administrative Hearings Room 530 Carlton Building Tallahassee, Florida 32304 (904) 488-9675 COPIES FURNISHED: Terry Cole, Esquire Deputy General Counsel Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32301 John M. Ruzicka Post Office Box 342 DeLeon Springs, Florida 32028 Mr. Jacob D. Varn, Secretary Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32301 ================================================================= AGENCY FINAL ORDER ================================================================= BEFORE THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION JOHN M. RUZICKA, Petitioner, CASE NO. 78-1358 STATE OF FLORIDA, DEPARTMENT OF ENVIRONMENTAL REGULATION, Respondent. /
The Issue The issues in this case are: (1) whether Respondent, the Department of Environmental Protection (DEP) should grant the applications of Petitioner, John Rondolino, for an Environmental Resource Permit (ERP) and a Sovereign Lands Consent of Use for a proposed single-family dock on his property on the Rainbow River in near Dunnellon in Marion County, Florida; and (2) whether the landward extent of DEP's wetlands jurisdiction on Petitioner's property should be determined in this proceeding and, if so, the landward extent of those jurisdictional wetlands.
Findings Of Fact Procedural Background On February 23, 2000, DEP received an anonymous complaint regarding the clearing and filling of a parcel of property that was subsequently purchased by Petitioner, John Rondolino. Petitioner's property is Parcel Number 34581-001-02, Section 18, Township 16S, Range 19E, Marion County, 7069 South West 190th Avenue Road Extension, Dunnellon, Florida 34432-2827. Comprising approximately 1.159 acres, the pie-shaped parcel is located adjacent to the Rainbow River, which is a Class III Outstanding Florida Water and an Aquatic Preserve. As a result of the anonymous complaint, DEP inspected the site on February 24, 2000, and determined that a fill violation of Chapter 373, Part IV, Florida Statutes, had occurred. During this inspection, DEP delineated an informal wetland jurisdictional line such that approximately 0.47 acre of the property nearest the river was claimed as state jurisdictional wetlands. On March 29, 2000, Petitioner purchased the property upon which the alleged fill violation had occurred. On May 4, 2000, Petitioner and his wife met with DEP staff and indicated that he wanted to construct a structure for water-related activities (SFWRA)(a single-family dock) and make other improvements to the property. During this meeting, Petitioner challenged DEP's informal wetland jurisdictional line. At Petitioner's request, DEP delineated a second informal wetland jurisdictional line on May 23, 2000. The second delineation was somewhat different than the first but still included approximately the same amount of Petitioner's land within the state's jurisdictional wetlands. In discussion with DEP, Petitioner was informed that, in order to construct a SFWRA and make other improvements within the jurisdictional wetlands, he had to submit an application in accordance with Florida Administrative Code Rule 18-20.007 and Chapter 373, Florida Statutes1. It was recommended that, although Petitioner only wanted to build a single-family dock at the time, he might want to apply for all of the activities planned for the future in a single application. Petitioner was concerned that such an application might lead to expenditures which he did not want to incur at the time. During the summer of 2000, Petitioner consulted the Fowler, White law firm and, after approximately two months, had confirmed to him that it would be best for him to file a single application for all the activities Petitioner planned whether now or in the future. Petitioner authorized the law firm to prepare and file such an application. Petitioner's application was submitted in December 2000, and the law firm sent Petitioner a bill for $2,200 for legal services rendered. The application itself was not placed in evidence, but it was possible to infer some of its content from other evidence. DEP responded to Petitioner's application in January 2001 with a Request for Additional Information (RAI). When Petitioner consulted Fowler, White about a response to the RAI, he was informed that it would require another $15,000 to $20,000 of attorney fees and $25,000 to $30,000 of other professional fees to respond and prosecute the application to completion. In response, Petitioner terminated the relationship with Fowler, White and advised DEP to communicate only with him. Petitioner then responded to the RAI himself by letter dated February 22, 2001. He advised DEP that, in view of the costs associated with aspects of his application other than the proposed dock, as well as other factors, he was "withdrawing that portion of our permit application that deals with filling those portions of the property the DEP has delineated as a wetland." However, he continued to dispute the informal jurisdictional wetlands delineation, notifying DEP that he was "refuting the wetland delineation on the basis of section 62-340.550, F.A.C." and was "requesting in writing what would be considered by the DEP as sufficient hydrologic records or site specific hydrologic data of such a duration, frequency, and accuracy to demonstrate that the records or data are representative of the long-term hydrologic conditions, including the variability in quantity and seasonality of rainfall." (Emphasis in original letter.) If there was no such information available, Petitioner requested a meeting or an agreement "to outline the terms of study, including data collection, the specific model, model development and calibration, and model verification as stated in said section 62- 340.550, F.A.C." As for his proposed dock, Petitioner responded separately that he could not provide the requested information until DEP advised him if the proposed dock was in a Resource Protection Area (RPA) 1, 2, or 3. While DEP was preparing a reply to Petitioner's response to the RAI, Petitioner sent DEP several more letters in the succeeding months. Among other things, these letters repeated Petitioner's request for advice as to the RPA status of the location of his proposed dock. Also, by letter dated March 26, 2001, Petitioner made clear that he was not requesting, and refused to agree to, a formal delineation of the jurisdictional wetlands on his property; and yet by letter dated April 30, 2001, Petitioner informed DEP that he was still waiting for a response to his request to challenge DEP's jurisdictional wetland delineation under Rule 62-340.550. As Petitioner's letters kept coming in, DEP never finalized its reply, and Petitioner did not receive a response to his request until May 2001. One draft of a reply stated that DEP would involve its Wetland Evaluation and Delineation section in Tallahassee to assist in the disputed wetlands delineation on Petitioner's property at no cost to Petitioner and would have directed Petitioner to John Tobe, Ph.D., of that office "for more information regarding hydrologic records and site specific hydrologic data necessary to refute the Department's wetland delineation pursuant to 62-340.550, F.A.C." But this letter apparently never was finalized or sent, and there was no evidence that the information in the draft letter ever was imparted to Petitioner. On May 9, 2001, DEP sent Petitioner a letter preliminarily evaluating his application. Notwithstanding Petitioner's attempt to delete portions of the application dealing with fill of delineated wetlands, the evaluation addressed the entire application and presumed that proposed dredge and fill activities would occur in jurisdictional wetlands. As for the proposed dock, DEP's preliminary evaluation notified Petitioner: that it extended more than 20 percent of the width of the river at that location, contrary to Rule 18- 20.004(5)(a)1; that the proposed terminal platform was 225 square feet, contrary to Rule 18-20.004(5)(b)6; and that it extended out from the shoreline to a depth greater than -4 feet, contrary to Rule 18-20.004(5)(b)3. (None of these citations refers to special requirements for docks in an RPA.) DEP then suggested, based on "a thorough evaluation of the project location," how Petitioner could amend his application to cure those defects, including for Petitioner's use a scaled drawing of a proposed dock alignment in relation to a large bed of paspaladium geminatum (also known as knot grass or Egyptian paspaladium) (RPA 1) and some disturbed knot grass (RPA 2) determined by DEP to exist in the river at the project location. In response, Petitioner wrote DEP a letter dated May 21, 2001, stating that DEP's preliminary evaluation ignored prior correspondence amending Petitioner's proposed dock application which Petitioner said cured the very defects cited in the preliminary evaluation. (None of this alleged previous correspondence was placed in evidence or, except as discussed in Petitioner's letter dated May 21, 2001, referenced in other testimony or evidence.) Petitioner's letter then attached a drawing of the amended proposed dock and repeated the substance of the alleged prior amendments to the dock application: reduction of the length of the dock to 40 feet from the waters edge, terminating in water -3 feet deep, to comply with Rule 18- 20.004(5)(a)1 and Rule 18-20.004(5)(b)3; and reduction of the size of the terminal platform to 160 square feet to comply with Rule 18-20.004(5)(b)6 (although the exact dimensions of the terminal platform were left undetermined, and it appeared from the attached drawing that the 160 square foot terminal platform was alongside the end of the access pier). Petitioner's letter dated May 21, 2001, acknowledged that DEP's proposed alternative alignment and dock structure was designed to avoid the RPA 1 and RPA 2 knot grass beds determined by DEP to exist at the project location. But Petitioner pointed out that under DEP's proposed alignment mooring pilings would have to be eliminated from Petitioner's project, or else they either would encroach into the 25-foot setback from the downriver neighbor's riparian line or the dock structure would have to be moved further upriver, which would place it directly over the knot grass bed. Petitioner's letter dated May 21, 2001, also acknowledged that DEP's drawing depicted the area where Petitioner proposed to place the dock as covered with RPA 1 and RPA 2 knot grass. However, Petitioner's letter disputed the accuracy of DEP's depiction, maintaining that "the area described . . . as 'disturbed emergent grassbed' in fact is an area where the weeds have begun to encroach into the existing access channel and cut off access to the property." On June 4, 2001, DEP issued a Consolidated Notice of Denial. Despite Petitioner's attempt to delete portions of his application dealing with fill of delineated wetlands, the Consolidated Notice of Denial addressed and denied Petitioner's original application in its entirety. In so doing, it also addressed at length Petitioner's position that his proposed fill activities were planned to take place in areas upland of and outside DEP's jurisdictional wetlands and that no ERP was required. In response to DEP's Consolidated Notice of Denial, Petitioner requested an administrative proceeding. During the course of this proceeding, Petitioner has made it clear that he has deleted portions of his application dealing with fill of delineated wetlands, leaving only the application for an ERP and consent of use for his proposed dock. However, he also seeks a determination that DEP's jurisdictional wetlands do not extend landward to the areas Petitioner plans to fill. Jurisdictional Wetlands Delineation DEP's first informal jurisdictional wetlands delineation on February 24, 2000, was performed by Blake Meinecke and Brad Rosenblatt. Both had experience performing jurisdictional wetland delineations for DEP. At the time, Meinecke had been a DEP employee for three years; Rosenblatt had been with DEP for about a year and a half. They walked the property, took photographs, took some soil samples, made field notes, and placed seven flags on the property signifying the landward extent of jurisdictional wetlands at those points. They connected the flags to delineate a jurisdictional wetlands boundary line. The field notes and jurisdictional wetlands boundary delineation indicated that the first flag was placed three feet from the downriver property line and 145 feet landward of the river shoreline; the second flag was placed 28 feet upriver from the first flag and 149 feet from the river shoreline; the third flag was placed 53 feet upriver from the second flag and 113 feet from the river shoreline; the fourth flag was placed 75 feet upriver from the third flag and 97 feet from the river shoreline; the fifth flag was placed 102 feet upriver from the fourth flag and 92 feet from the river shoreline; the sixth flag was placed 121 feet upriver from the fifth flag and 108 feet from the river shoreline; and the seventh flag was placed 147 feet upriver from the sixth flag and 111 feet from the river shoreline. It is not clear from those documents whether the seventh flag was placed directly on Petitioner's upstream property line or at some distance inside the property line. The field notes suggested the presence of two sweet gum trees near the landward extent of the jurisdictional wetlands in the vicinity of the second flag, a bay tree within the jurisdictional wetlands closer to the river between the second and third flags, four bay trees2 within the jurisdictional wetlands at approximately the same distance from the river between the fourth and sixth flags, and bay trees and "osmunda" within the jurisdictional wetlands between the sixth and seventh flags. An Enforcement Inspection Report prepared in connection with the informal wetlands delineation added more specifics, indicating the presence of Magnolia virginianica [sic],3 Liquidambar sturaciflua [sic], Acer rubrum, and Osmunda regalis. It also indicated the presence of "[v]egetated tussocks/hummocks," which were referred to as "hydrologic indicators," and a "[m]ucky modified mineral layer present, greater than 2' [sic] within the first 6 inches." The photographs depicted mucky soils near the river shoreline; it is not clear from the photographs how far landward the obviously mucky soils extend. DEP's second informal jurisdictional wetlands delineation on May 23, 2000, was performed by Allen Shuey, who has 16 years of experience doing and teaching jurisdictional wetlands delineations for DEP and its predecessor agency, assisted by Blake Meinecke. Shuey first re-staked the flags in the positions indicated in the first informal delineation and took soil samples. First, samples were taken in areas where confirmation of muck soils appeared likely. Then soil samples were taken in sandier-looking places farther upslope away from the river where wetland species Shuey saw growing made him suspect that the soils had to be mucky under the sand. Altogether at least 6-20 soil samples were taken. They confirmed to Shuey that the soil was indeed mucky, even where covered with a thin layer of sand. Shuey made some field notes and adjusted the placement of the seven flags on the property signifying the landward extent of jurisdictional wetlands at those points. He then connected the flags to delineate an adjusted jurisdictional wetlands boundary line. As indicated by Shuey's field notes and jurisdictional wetlands boundary delineation, Shuey adjusted the first two flags towards the river, the first by 26 feet and the second by 15 feet; he adjusted the next five flags landward, the third by 21 feet, the fourth by 17 feet, the fifth by 28 feet, the sixth by 14, and the seventh by 8 feet; he also moved the seventh flag upriver by 5 feet. Generally, Shuey moved the boundary line closer to the river on the downriver side of the property and away from the river on the upriver side. As a result, the sweet gum trees no longer were within the jurisdictional wetlands,4 and Petitioner had them removed. Shuey's field notes listed numerous plant species, including water hemlock, dogwood (blue), cephalanthis [sic], Jack-in-the-Pulpit, centella, apios (potato Bear), Boja Maria, Woodwardia, royal fern, and climbing hydrangia [sic] (on sides). Like Meinecke and Rosenblatt before him, Shuey failed to list either of the wetland species Shuey says prompted him to take soil samples farther upslope. His best explanation for these failures was that the lists were not meant to be exhaustive, but he also characterized the failures as "unfortunate." As will be seen, one of the species--Saururus cernuus (common name, lizard's tail)--was later listed in answers to interrogatories; the other-osmunda cinnamomea (a/k/a cinnamon fern)--was never mentioned before Shuey's final hearing testimony. Shuey's notes also indicated mucky mineral soils (2 inches within the first 6 inches), ferns on tussocks, and moisture on the bottom layer of wood chip fill on the property. Except for stating that the climbing hydrangea was "on sides," Shuey's notes did not specify the location of the plants, soils, or moist wood chips on the property. Shuey's Enforcement Inspection Report prepared in connection with his informal wetlands delineation indicated the presence of: Magnolia virginianica [sic], Liquidambar sturaciflua [sic], and Acer rubrum in the tree canopy; Boja maria cylindrica, Cutica mexicana, Cephalanthis [sic] occidentalis, and Cornus foemina in the understory; and herbaceous Woodwardia virginica, Arisaema triphylum, Centella spp., and Osmunda regalis. It also indicated the presence of "[v]egetated fern tussocks/hummocks," which were referred to as "hydrologic indicators," and a "[m]ucky modified mineral layer present, greater than 2' [sic] within the first 6 inches." Shuey's Enforcement Inspection Report also noted: "Vegetation on the property has apparently been cleared since the original inspection of the complaint." Meinecke visited Petitioner's property again on April 23, 2001, with DEP Environmental Specialist Pete Slezinski, who manages biological and resource issues in the Rainbow River Aquatic Preserve. However, they traveled by boat and focused on the proposed dock alignment; they did not consider wetland jurisdictional issues on this visit. DEP's Consolidated Notice of Denial issued on June 4, 2001, stated in part: Selective removal of both herbaceous and canopy species appeared to have taken place within the wetland area. Mulched vegetation remnants from the removal activity appears to have been spread within the bayhead. The bottom of the mulch layer appeared to be moist. The canopy of the wetland area is dominated by sweet bay (Magnolia virginianica [sic]), an obligate wetland species, red maple (Acer rubrum) and sweet gum (liquidambar styraciflua) which are facultative wet wetland species. The understory within the wetland area contained false nettle (Boja maria cylindrica), water hemlock (Cutica mexicana) and buttonbush (Cepahalanthis [sic] occidentalis) which are obligate wetland species, along with blue dogwood (Cornus foemina) a facultative wet wetland species. Herbaceous and groundcover species observed within the wetland area were jack-in-the-pulpit (Arisaema triphylum), pennywort (Centella sp.), Virginia chain fern (Woodwardia virginica), which are facultative wet wetland species, along with royal fern (Osmunda regalis), an obligate wetland species. Soil samples taken throughout the wetland area indicated a prevalent mucky mineral layer at least 2 inches thick, and within the first 6 inches. Hyrologic indicators on site include the presence of fern tussocks. DEP's Consolidated Notice of Denial also stated: Maps and topographic aerials obtained by the Department show that the property is located on the inside of a bend in the Rainbow River. Because of the project location on the point bar, and its associated lower water velocities, the shoreline experiences higher siltation rates due [to] the deposition of suspended solids as the water slows. It can also be observed from historic aerials that the limits of the wetland area on the property have remained constant since 1972. Through Shuey's authorship, DEP also responded to Petitioner's discovery interrogatories in this case on the subject of the jurisdictional wetlands delineation. Except as pointed out in subsequent findings, Shuey's testimony supported the interrogatory answers. Apparently not wanting to stumble into an inadvertent admission that there are two separate wetlands on Petitioner's property, DEP declined to accept Petitioner's requests in several of the interrogatories that, in answering them, DEP "[c]onsider the area upland of the row of bay trees and area water ward [sic] of the bay trees separately." DEP responded consistently that there was "no justification" to do so since "[t]he wetland area delineated" was "one wetland area." Shuey testified that he actually does consider different parts of wetlands separately in certain circumstances. For example, in this case, where there was canopy, he considered the canopy vegetation; where the canopy had been cut, he looked at under-story or, if there was no under-story, ground cover; where there was not even any ground cover due to mowing, he looked only at soils. He used different means of analyzing the different areas in the exercise of professional judgment. Shuey's testimony was not always clear as to exactly how he analyzed the different areas so as to arrive at his jurisdictional wetlands delineation. Asked in Petitioner's interrogatories "whether any portions of Petitioner's property is considered . . . 'inundated' or 'saturated'," DEP responded that the wetlands jurisdictional boundary established by DEP on Petitioner's property was based on the "area [being] considered 'inundated' and 'saturated' to the extent that the area supports water dependent vegetation and has soils which have developed 'Hydric Soil Indicators.'" Asked in Petitioner's interrogatories for "any records of hydrologic evidence of regular and periodic inundation and saturation," DEP limited its response to a 1972 topographic map, a 1996 aerial map, and a Soil Survey published in 1979. Asked in Petitioner's interrogatories to explain how DEP applied "reasonable scientific judgment . . . in evaluating all reliable information," DEP responded that it included within the jurisdictional wetlands land "from the river to where two wetland indicators consistently occurred together, the presence of obligate and facultative wetland plants and soils which had hydric indicators such as the presence of peat soils and/or soils which had a mucky layer or texture." DEP also stated that the 1979 Soil Survey confirmed that soils in the area were "labeled a poorly drained soil unit (Pm-Placid sand)." Asked to detail its analysis, DEP stated: Much of the vegetation in the wetland area had been removed by the Petitioner prior to the [sic] any site visits by the Department. Some of the canopy vegetation was removed and virtually all of the under-story and ground cover had been removed. In determining if the area was a wetland the Department was forced to look at the remaining vegetation [in] all three strata and the remains of vegetation (stumps, branches, leaves etc.) plus the soils in determining that this area was a wetland. A compete species list for the wetland area was not compiled . . .. Only dominant species and species which are crucial to determining the upland edge of the wetland were recorded and/or noted specifically. Species noted on site or recorded in notes but not included in the Denial include: At this point in the answer, DEP listed the following plants listed in Florida Administrative Code Rule Chapter 62-340: in the canopy, Quercus laurifolia (laurel oak), Persea palustris (swamp bay), Sabal palmetto (cabbage palm); in the under-story, Cornus foemina (swamp dogwood), Myrica cerifera (wax myrtle); and, as ground cover, Saururus cernuus (lizard's tail). DEP also listed as ground cover Apios americana (groundnut), which is a vine not listed in the Florida Administrative Code but which a wetland plant. (Vines are not listed in Rule 62-340.450 because it can be difficult to determine where they originate.) DEP stated that it could not answer Petitioner's interrogatory asking for percentages of upland, obligate, facultative wet, and facultative vegetation in the canopy, under- story, and ground cover for two reasons: first, "Petitioner had removed part of the canopy" and "virtually eliminated" the under- story and ground cover (although, DEP maintained, "the dominance of wetland species in an area still can be determined by examination of stumps, vegetation re-sprouts, and the remains of vegetation (branches leaves, etc) which remain"); and, second, no specific cover estimates by strata were taken. Notwithstanding DEP's answers to interrogatories, Shuey insisted in testimony at final hearing that he did visually estimate percentage of cover in the canopy (although he did not make a note of his estimate) and applied test (b) of Rule 62- 340.300(2) to delineate the wetlands on Petitioner's property. When Petitioner asked at final hearing, Shuey provided an estimate of greater than 80 percent cover of obligate and facultative wetland species in the canopy, at least in the forested area closer to the river, based on recently-cut stumps. Pressed further by questioning by DEP counsel, Shuey increased the estimate to "probably greater than 85%." It was clear from the testimony, but it appears that Shuey meant to also qualify the 85 percent coverage estimate to apply to canopy in the forested part of the wetlands based on recently-cut stumps. It appears that the recently-cut stumps included in Shuey's canopy cover estimate are the Persea palustris (swamp bay) reintroduced through DEP's interrogatory answers to the list of species in the canopy after having been deleted from earlier lists and replaced by Magnolia virginiana (sweet bay). As reflected in the previous findings, DEP's interrogatory answer was the first mention of any kind of oak being on the property. This interrogatory answer was given after Petitioner took the position that there were several large laurel oaks (Quercus hemisphaerica) on the property. After the interrogatory answer, Petitioner took the position that Shuey used the incorrect scientific name in the interrogatory answer's listing of the canopy vegetation in the wetland area. In testimony at final hearing, Shuey acknowledged that the interrogatory answer's listing of the canopy vegetation in the wetland area was in error in giving laurel oak as the common name of Quercus laurifolia; he testified that he meant to list swamp bay as the common name for that species. Actually, Quercus laurifolia is an incorrect scientific name; swamp bay is one of the common names for the facultative wetland species, Quercus laurifolia Michauxii. (Another common name for that species is swamp chestnut oak.) Perhaps misled by Shuey's errors, Petitioner also erred in contending that swamp laurel oak cannot be used as either an obligate or a facultative wetland species under test (b) because Quercus laurifolia is not listed under Rule 62-340.450. Quercus laurifolia is not listed, but Quercus laurifolia Michauxii is. In addition to the confusion in naming the different oak species, it also is not clear from the evidence whether the oaks considered by Shuey in estimating canopy cover percentages were laurifolia Michauxii or hemisphaerica. Shown photographs of a number of oak trees on the property, Shuey was unable to identify the species with any certainty. As previously indicated, it was not clear that Shuey testified to a canopy cover percentage for the delineated wetlands area as a whole (as opposed to just the forested portion). But Shuey clearly conceded that, if the trees he identified as laurifolia Michauxii were actually hemisphaerica, the percentage of obligate and facultative wetland species in the canopy of the delineated wetlands area as a whole would be less than 80 percent. As reflected in previous findings, DEP's interrogatory answer was the first mention of lizard's tail being on the property. No lizard's tail or cinnamon fern was evident in any of the photographs placed in evidence by Petitioner. But these photographs were taken by Petitioner in February 2001, well after DEP's site visits; and the evidence was that Petitioner now regularly mows the area upland of the line of bay trees on his property. Even if any lizard's tails or cinnamon ferns were there at the time of the photographs, it is not clear whether the photographs would have been taken close enough or with the necessary resolution to detect these plants, depending on their growth stage. As previously indicated, it appears that in applying test (b) Shuey may have estimated canopy coverage based on recently-cut stumps; he also may have "dropped strata" in places where canopy trees had been cut or were nonexistent so as to estimate cover percentages for lower strata. In places where all vegetation was removed and mowed, it appeared that he relied on soil characteristics. Shuey's testimony at final hearing appears to have been the first explicit notice to Petitioner that DEP also applied test (d) of Rule 62-340.300(2) to delineate the wetlands on Petitioner's property (although it is possible to glean from a fair reading of the interrogatory answers that DEP was not only relying on test (b)). Although Shuey's testimony was not clear, it appears that he may have used test (b) for the part of the wetlands closer to the river and test (d) for the part landward of the line of bay trees. It appears that the indicators DEP variously referred to as vegetated or fern tussocks or hummocks and relied on under test (d) were essentially thick root mats. Like elevated patches of soil that allow plants to grow in places frequently inundated or saturated, these elevated root mats similarly allow plants to survive those conditions. It was not clear from the evidence exactly where Shuey saw these vegetated or fern tussocks and hummocks. Shuey conceded that they did not exist throughout the area DEP delineated as jurisdictional wetlands on Petitioner's property. Neither Shuey, Meinecke, or Rosenblatt took any pictures to verify where these indicators were on the property or even specifically noted or reported exactly where they were found. Although Shuey maintained that some of these indicators were seen landward of the line of bay trees on the property, it is not clear from the evidence whether they actually were found on that part of the property. Shuey testified at final hearing that, contrary to the interrogatory answers, he did not use the 1972 topographic map or any aerial photography in delineating jurisdictional wetlands on Petitioner's property and did not see how they would be useful in this wetlands delineation. He thought their only usefulness in connection with this case might have been to determine whether any wetland vegetation had been removed. DEP also re-called William Vorstadt on the subject of DEP's jurisdictional wetlands delineation on Petitioner's property. Vorstadt visited the site twice, the second time in January 2002, and concurred with Shuey's jurisdictional boundary line. Vorstadt took two sample soil borings, one between the boundary line and the line of bay trees and another landward of the boundary line. Both samples revealed wet, hydric soils which Vorstadt considered to be hydrologic indicators of inundation. At the time of Vorstadt's visits, the area between the line of bay trees and the boundary lined had been well-mowed in the vicinity of the flags Shuey placed on the property. Vorstadt was unable to determine much about the vegetation that might have been there; nor could he determine much about vegetation that might have been there in the past. There was no evidence that any holes were dug at any time by any DEP personnel to establish the level of the water table on Petitioner's property. There was no evidence to establish the seasonal high water table on the property. Petitioner contended that development on lots upriver and downriver from Petitioner's property altered the hydrology on Petitioner's property so that hydric soils can no longer form or be sustained, and wetland vegetation adapted for life in saturated soils no longer can be supported there. But, except with respect to narrow strips of land along the boundary lines between Petitioner's property and the adjoining lots upriver and downriver, there was no evidence whatsoever to prove Petitioner's contention in this regard. (In addition, the evidence was clear that there are at least some jurisdictional wetlands on Petitioner's property.) It appeared from photographs introduced into evidence by Petitioner that relatively narrow strips of land along the boundary lines between Petitioner's property and the adjoining lots upriver and downriver are higher than the rest of Petitioner's property, giving the impression of ridges along the property boundary lines, especially the upriver boundary line. These ridges approximately coincide with the land upriver of the seventh flag and downriver of the first flag placed on the property during DEP's informal wetlands delineations. Petitioner suggested that these ridges were formed when the neighboring property owners filled their lots as part of development and that fill material spilled over onto the property Petitioner purchased. Shuey agreed in testimony that, if the ridges were the result of fill that altered the character of the land, so as to no longer be periodically inundated and saturated, and no longer support wetland plant species, the land no longer would be considered jurisdictional wetlands. However, while it appears that the upriver ridge may well have been part of a berm along that boundary line, there was no proof as to how the smaller apparent ridge on the downriver side came to be. In addition, it was not clear from the evidence whether the ridges should be included in the jurisdictional wetlands on Petitioner's property. Petitioner attempted to utilize various aerial photographs to establish that his property had no jurisdictional wetlands because they showed only evergreen trees. But the only witness who spoke to the aerials was Shuey; and, while acknowledging his inability to discern wetlands from the aerials, Shuey refused to agree that the aerials showed only evergreen trees or that they showed only non-wetlands on Petitioner's property. Besides, as previously found, it was clear that there are at least some jurisdictional wetlands on Petitioner's property. Shuey testified persuasively that the aerials are of little or no use in determining where to draw the line between jurisdictional wetlands and uplands on Petitioner's property. Petitioner introduced in evidence several exhibits to establish that in late 1993 the Southwest Florida Water Management District (SWFWMD) delineated jurisdictional wetlands on the adjacent lot upriver from Petitioner's (the Thurman lot) and on a lot four lots downriver from Petitioner's property (the Grant lot). Petitioner contended that the landward extent of those wetlands delineations "approximated Control Elevation A, the top of the bank of the river which approximates the 31 foot contour line known as Control Elevation A the 10 year flood line." But the exhibits themselves are considered insufficient to prove all of Petitioner's contentions, and Petitioner introduced no other testimony or evidence to explain those wetlands delineations (except the testimony of Shuey, who refused to agree with all of Petitioner's contentions). It is not even clear from the evidence exactly where Control Elevation A, the 31-foot contour line, and 32-foot contour line are in relation to DEP's jurisdictional wetlands boundary on Petitioner's property. In addition, the relevance of the Grant wetlands delineation four lots downriver is questionable; it seems quite possible that site-specific conditions of Petitioner's property, which is at the center of the inside of a bend in the river, would result in a different wetlands delineation. As for the Thurman lot, it appears from some of the exhibits that Petitioner's property (at least on the upriver side of the lot) is lower than the Thurman lot; and the apparent 31-foot contour line sweeps significantly farther landward as it approaches and enters Petitioner's property. It seems that this might explain why wetlands on Petitioner's lot could be larger than those on the Thurman lot. At best, these exhibits raised suspicions that SWFWMD might have approved a wetlands jurisdictional boundary that approximated Control Elevation A (approximately the 31-foot contour line); if so, it also is possible that those delineations were done in error, or that the wetlands delineation methodology used by SWFWMD in 1993 was somewhat different from the current methodology codified in statute and rule, or both.5 Petitioner also introduced numerous exhibits relating to the construction of the canoe launch ramp, boathouse, and observation deck facilities at Rainbow Springs State Park near the river's head. Given the greater distance from Petitioner's property, these exhibits are even less relevant than the exhibits relating to the Grant lot. As Shuey testified, wetlands jurisdictional delineations are site-specific. In addition, like the Grant and Thurman lot exhibits, the State Park exhibits themselves are considered insufficient to prove all of Petitioner's contentions, and Petitioner introduced no other testimony or evidence to explain them (except the testimony of DEP witnesses, who refused to agree with all of Petitioner's contentions). At best, these exhibits raised suspicions that SWFWMD might have approved a wetlands jurisdictional boundary at the State Park that approximated either the shoreline or Control Elevation A (approximately the 31-foot contour line) and that DEP's facilities at the State Park might have been built in part on jurisdictional wetlands. Similarly, Petitioner introduced several generalized topographic and soils maps intended to prove that there are no wetlands on Petitioner's property, or perhaps that Petitioner's property is identical to the Grant and Thurman lots and the State Park property. But these generalized maps were insufficient to prove Petitioner's contentions. The maps themselves are considered insufficient to prove all of Petitioner's contentions, and Petitioner introduced no other testimony or evidence to explain them (except the testimony of Shuey, who refused to agree with all of Petitioner's contentions). Petitioner contended that DEP used one of the topographic maps to support a favorable wetlands delineation in its application to SWFWMD for a permit for the facilities at the State Park. But it actually appears that the map was only used as a location map. Proposed Single-Family Dock Neither party introduced into evidence either Petitioner's consolidated ERP/consent of use application or DEP's RAI. As a result, it cannot be determined from the evidence precisely what Petitioner has proposed or what additional documentation DEP requested. No cross-sections or plan views of the proposed project were in evidence. The only document submitted into evidence by Petitioner to illustrate his proposed dock structure was a partial copy of Petitioner's correspondence to DEP dated May 21, 2001. The letter referred to four attached drawings, but only one was attached to Petitioner's Exhibit 3B. The drawing included in the exhibit was not drawn "to-scale." In addition, it is unclear from the drawing whether the 160 square foot "terminal platform" included the four-foot walkway adjacent to the platform. As Petitioner suggested, the square footage of the terminal platform could be clarified in a final order. A more serious matter is the dock alignment. When the proposed dock is superimposed on DEP's drawing showing the existing knot grass beds adjacent to Petitioner's property, the proposed dock appears to cross and terminate over an area that is either an RPA 1 (knot grass beds "of the highest quality and condition for that area") or an RPA 2 (an area where the knot grass is "in transition with either declining resource protection area 1 resources or new pioneering resources within resource protection area 3"). See Florida Administrative Code Rule 18-20.003(54)-(55) for definitions of RPA 1 and RPA 2. Petitioner contended that his proposed dock alignment actually crosses and terminates over an area "characterized by the absence of any significant natural resource attributes" so as to be neither an RPA 1 nor an RPA 2, but rather an RPA 3. See Florida Administrative Code Rule 18-20.003(56) for definition of RPA 3. There was evidence of some hydrilla (an aquatic plant not considered "significant" but rather a harmful, invasive, exotic nuisance plant) in the vicinity of his proposed dock alignment between the water's edge and the knot grass beds, but Petitioner's evidence did not prove that the knot grass in the vicinity of Petitioner's proposed dock alignment is not continuous--i.e., that there is a clear path or channel between two separate beds of knot grass; to the contrary, the evidence was that the knot grass bed in the river adjacent to Petitioner's property is one continuous bed, mostly RPA 1 and some RPA 2. In addition, the evidence was that at least some of the area of declining knot grass in the vicinity of Petitioner's proposed dock alignment was thicker, more vigorous, and of better quality in the not-too-distant past. It is not clear from the evidence when it was thinned out. In addition, citing Joint Prehearing Statement of Undisputed Facts 29 and 30, Petitioner contended that his dock application fell victim to an invalid DEP policy that all resources in an aquatic preserve are "significant" so as to be either RPA 1 or RPA 2. The evidence failed to prove that DEP has such a policy. Indeed, Joint Prehearing Statement of Undisputed Facts 29 and 30 are to the contrary. While there may be room for Petitioner to quarrel with the interpretation of the RPA 1 and RPA 2 definitions given by one of DEP's witnesses (Pete Slezinski, who thought that any area having native vegetation or animals would be either an RPA 1 or RPA 2), Petitioner did not dispute that knot grass beds have "significant natural resource attributes" so as to qualify as RPA 1 or RPA 2. Petitioner also contended that he was singled out for denial of his proposed dock--i.e., that his would be the first and only dock on the Rainbow River to be denied a permit. Other than some aerial photographs indicating that a neighbor's dock may terminate in the vicinity of a spring head, Petitioner introduced no evidence whatsoever about the circumstances of any dock on the river except for DEP canoe launch ramp, boathouse, and observation deck facilities at the Rainbow Springs State Park near the head of the Rainbow River. The aerial photographs were inconclusive as to how close the neighbor's dock was to the spring head. There also was no evidence as to whether the neighbor's dock was permitted under the DEP rules now in effect or, if so, any particulars of the neighbor's dock application. Petitioner introduced a great deal of evidence concerning the DEP facilities at the State Park upriver. There were numerous photographs, some before construction of the facilities and many more during and after construction. There also was testimony from Slezinski, who had raised questions about initial plans for construction of the facilities. But Slezinski testified to his understanding that steps were taken in response to his concerns so as not to place facilities over any RPA 1 or RPA 2. Viewing the photographs, he was unable to conclude, and it is not clear, that any facilities were in fact placed over any RPA 1 or RPA 2 at the State Park. Petitioner also contended that DEP's denial of his dock application is a punitive measure, not supported by the facts, to deny him water access to his property. As evidence, Petitioner cited DEP's preliminary evaluation contained in its letter dated May 9, 2001, which cited some general requirements for docks in an aquatic preserve but did not specify any of the special requirements for docks over RPA 1 and RPA 2. But the preliminary evaluation contained a proposed dock alignment obviously intended to avoid RPA 1 and RPA 2 to the extent possible. The preliminary evaluation suggested that DEP would grant a modified application (minus mooring piling) in the proposed alignment meeting all of the general requirements. Petitioner attempted to modify his application by letter dated May 21, 2001, to address the general requirements cited in the preliminary evaluation, but he declined DEP's suggested dock alignment. As a result, in considering the modified application, DEP was constrained to apply the special requirements for docks in an RPA 1 or RPA 2. Contrary to Petitioner's contentions, these actions by DEP did not prove any intent to punish Petitioner. Finally, Petitioner contended that certain special rules for docks over RPA 1 or RPA 2--namely, those requiring minimum spacing between deck planks and requiring decking to be elevated--should not be applied because the knot grass in the river adjacent to Petitioner's property is "emergent," i.e., it grows from the bottom to and above the surface of the river and, Petitioner contends, "does not need the same concessions to assure . . . light penetration for the continued survival of the plants." Besides being essentially a rule challenge, a matter addressed in the Conclusions of Law, Petitioner introduced no evidence of the facts he alleges in support of his contention. To the contrary, Petitioner called Slezinski on the subject, and Slezinski attempted to explain that, while knot grass is "emergent," much of the plant is below the water surface and provides the functions of submerged aquatic vegetation. It would follow, and Petitioner put on no evidence to disprove, that knot grass also would have some of the needs of submerged aquatic vegetation for light penetration.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that DEP a final order denying Petitioner's application for an ERP and Sovereign Lands Consent of Use for his proposed single-family dock and declining to rule on the jurisdictional wetlands delineation issue for lack of jurisdiction. Jurisdiction is reserved for ten days to rule on the pending motions, if necessary. DONE AND ENTERED this 17th day of May, 2002, in Tallahassee, Leon County, Florida. 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 17th day of May, 2002.
The Issue The issue is whether to approve the City of Gulf Breeze's (City's) application for a Consolidated Wetland Resource Permit and Sovereign Submerged Lands Authorization to conduct a restoration project in Pensacola Bay.
Findings Of Fact Background This dispute involves a challenge by Petitioners to the third phase of a restoration project by the City designed to preserve the Island and protect its historical resources. The project site is located in sovereign submerged lands adjacent to the Island on the southwest side of the Highway 98 Bay Bridge which traverses Pensacola Bay connecting the Cities of Gulf Breeze and Pensacola. The Island is not a true island, but has always been connected to the mainland by a strip of land referred to as an isthmus, which meets the shoreline at Lot 36 of an older subdivision known as the First Addition to Casablanca Parcel No. 1 and platted almost sixty years ago. The isthmus juts out from Lot 36 into Pensacola Bay in a northwesterly direction for several hundred feet before making a 90-degree turn to the southwest where the Island then runs roughly parallel to the shoreline for around a half mile. See Joint Ex. 5-7, 14, and The Island, isthmus, and shoreline form the boundary around a small body of water known as Gilmore Bayou, an ecologically important and pristine salt marsh area. According to aerial photographs, at its widest point, the Island appears to be no more than a few hundred feet wide. Petitioners reside at Lot 37, which is just northeast of the isthmus on the shoreline. The rear part of Lot 37 faces Pensacola Bay and the City of Pensacola to the northwest. Lots 36, 35, and 34 (running to the southwest along the shoreline and facing Gilmore Bayou), are owned by Patricia Moreland, Robert Ozburn, and Intervenor Paul Tamburro, respectively, all of whom testified at the final hearing. Except for Petitioners, the project is supported by virtually all of the residents of the area as well as numerous civic organizations. See Joint Ex. 33. On July 14, 2008, the City filed with the Department its Joint Application for Works in the Waters of Florida, which would allow the City to complete the third phase of the project by (a) planting native submerged vegetation over approximately three acres of sovereign submerged lands, and (b) placing approximately 16,000 cubic yards of fill material and planting native emergent vegetation to stabilize the fill material on sovereign submerged lands at the north end of the Island. See Joint Ex. 3. The Department has authority under chapter 373, Florida Statutes, and Florida Administrative Code chapter 18-21 to approve the application. After an extensive review of the application, on August 9, 2010, the Department issued a Consolidated Notice of Intent to Issue Wetland Resource Permit and Consent to Use Sovereign Submerged Lands, which authorized the proposed project. See Joint Ex. 4. The proprietary authorization (letter of consent) was issued under the authority of rule 18- 21.005(1)(c), which identifies a number of activities that qualify for a letter of consent. In this case, because of the range of proposed activities, the project could qualify for a letter of consent under subparagraphs 8., 15., and 16. of the rule. On September 1, 2010, Petitioners filed their petition challenging the proposed agency action. While their initial pleading raised a number of issues, and cited two rules as a basis for reversing the agency action, these allegations have been substantially narrowed over the course of the proceeding and are now limited to the following: whether the project constitutes management activities associated with the protection of a historic site, thus qualifying for a letter of consent under rule 18-21.005(1)(c)16.; and whether the project unreasonably restricts or infringes upon their riparian rights of navigation, boating, swimming, and view, as proscribed by rule 18-21.004(3)(c). They also question whether Intervenor has standing to participate, but that issue is not dispositive of the primary issues in this case. Petitioners do not contest the issuance of a Wetland Resource Permit. Finally, Respondents and Intervenor question whether Petitioners have standing to initiate this action. The Project Site The project is located on sovereign submerged lands adjacent to the Island, a "naturally occurring sandy beach," as that term is contemplated in rule 18-21.005(1)(c)8. This is true even though portions of the "sandy beach" have eroded over time. The City owns the entirety of the Island. See Joint Ex. 14 and 15. This was not disputed by Petitioners. The Island is a public park, natural preserve, and historic site that is owned and maintained by the City exclusively for public use. Deeds by which the property was conveyed to the City require that it be forever used as a natural preserve and maintained in its natural state. See Joint Ex. 14 and 15. The Island and the area immediately adjacent thereto have a long and significant history dating back to the 1700's. Throughout the 1700's and 1800's, various portions of the Island were used as a careening facility for the repair and maintenance of large vessels. A marine railway was also built. In the late 1800's, a quarantine station was constructed on the Island where people who had contracted yellow fever were isolated. A cemetery exists upon the Island containing the remains of many who perished from the yellow fever epidemic. Also, there were many shipwrecks at the Island, of which some of the remains still exist. Accordingly, there are historic resources and artifacts such as shipwrecks and human remains on and around the Island. The Island has sustained significant erosion over the past 70 years. The northeast shoreline has eroded some 450 to 500 feet during that period of time. There has been a significant loss of vegetation and land mass. Without protection, the Island is in a perilous condition and subject to a permanent breach. The peat bog underlying the Island is vital to the stability of the Island and has been greatly damaged. It requires protective measures, such as those contemplated by the proposed project in order to assure its preservation. Due to the effects of hurricanes and storms, the erosion has substantially increased during the past decade. The erosion has caused the unearthing of and damage to historic artifacts and the salt marsh in Gilmore Bayou. There are clearly visible remnants of the former marine railway on the Island, which are being weakened by current weather events and require protection in order to preserve them. Caskets from the cemetery as well as human bone remains have been unearthed and additional damage will occur without protective restoration efforts. If the erosion continues, there will be more damage to the historic artifacts and the salt marsh will be destroyed. The Project To prevent further erosion and to protect the Island and Gilmore Bayou, the City has applied to the Department for three separate phases of a project to stabilize the shoreline. The first two phases of the project involved the construction of an artificial reef breakwater and the planting of shoreline vegetation. See Joint Exhibit 7a. They have already been approved by the Department and are no longer in issue. The first and second phases were challenged by Petitioners but the cases were eventually settled. See Case No. 09-4870, which involved the second phase. The third phase of the project is being conducted primarily for the maintenance of essentially natural conditions and for the propagation of fish and wildlife. This phase can be described as follows: restoration or nourishment of a naturally occurring sandy beach as contemplated by rule 18-21.005(1)(c)8.; habitat restoration or enhancement as contemplated by rule 18-21.005(1)(c)15.; management activity associated with protection of a park as contemplated by rule 18-21.005(1)(c)16.; management activity associated with protection of a preserve as contemplated by rule 18-21.005(1)(c)16.; management activity associated with protection of a historic site as contemplated by rule 18-21.005(1)(c)16.; and management activity associated with protection of habitat restoration or enhancement as contemplated by rule 18- 21.005(1)(c)16. While the project implicates each of the above provisions, the application and proposed agency action indicate that the letter of consent is granted on the theory that the project is associated with protection of historic sites. See Joint Ex. 4. The third phase is also designed to minimize or eliminate adverse impacts on fish and wildlife habitats and other naturally occurring resources. The project consists of the placement of 16,000 cubic yards of fill material in the area between the existing artificial oyster reef and the shoreline to restore and replace conditions that previously existed. The fill will consist of beach compatible sand that will be approximately six inches to a foot above mean high water. This phase also involves the planting of appropriate native wetland vegetation in the fill area, which will help stabilize the fill. The planting of vegetation in the third phase is separate and distinct from the plantings authorized in the second phase of the project. The project is needed in order to prevent further damage to a public park; public preserve; threatened, endangered, or special concern species of vegetation/habitat; and historic artifacts. These protection efforts were requested and recommended by the Florida Department of State. Petitioners contest only the propriety of the fill materials and the planting of the emergent stabilizing grasses on the fill. The fill portion of the project is located a significant distance from Petitioners' property. The closest portion of the project is estimated to be at least 550 feet from Petitioners' property, while the bulk of the project will take place between some 750 to 1,200 feet from their property. The Proposed Vegetation Planting In the third phase of the project, the City proposes to plant and establish emergent grasses (those that grow in water but partially pierce the surface) and sea grasses, all of which are appropriate native wetland vegetation on the Island. The proposed emergent grasses are Spartina alterniflora (also known as smooth cordgrass) and Juncus roemerianus (also known as black needle rush), which will be used for stabilization of wetlands. The proposed submerged seagrasses are Halodule wrightii (a type of shoal grass) and Ruppia maritime (a type of widgeon grass), which will help stabilize the fill. The smooth cordgrass is native to the Island. It will be planted in the fill area to prevent the fill from eroding. It is expected that once they mature, the height of the plants will not exceed two and one-half feet. Due to the water depth in the area, the shoreline slope, the sediment supply, and the wave action, the smooth cordgrass will not spread outside the proposed project area. Also, it will not interfere with navigation, boating, swimming, fishing, or view. The vegetation will, however, help fishing in the area. The black needle rush is also native to the Island. It will only grow to approximately two and one-half feet in height due to stressful conditions caused by the salt content in the water and wave action. It will not spread beyond the proposed project area and will not interfere with navigation, boating, swimming, fishing, or view. Like the smooth cordgrass, it will enhance fishing in the area. Both Halodule wrightii and Ruppia maritime are native to the Island. Both have slow growth rates, which when coupled with the "high energetics of the system," will hinder their ability to spread outside the project area. Neither seagrass will hinder navigation, boating, swimming, fishing, or view. They will afford a greater opportunity for snorkeling, recreation, and fishing; they will serve as a nursery habitat for finfish and shellfish; they will increase the habitat value of the area; and they will improve water quality. Petitioners submitted no evidence to contradict these findings. They also failed to submit any evidence that the fill material or grasses would spread into any riparian area that might be appurtenant to their Lot 37. The above findings are reinforced by the results of a separate project known as Project Greenshores located across Pensacola Bay from the Island. Project Greenshores involved the restoration of wetlands using dredge material to restore islands that are then protected by the construction of a breakwater and are stabilized by the planting of the same grasses that are proposed for the Island project. The two projects are in relatively close proximity to each other and have essentially the same environment. One difference, however, is that Project Greenshores receives a small source of sediment from stormwater outfalls, which means that it has a higher chance of grasses growing than does the Island. Even with the increased sediment, the grasses at that project have not spread beyond the project area, they have not interfered with navigation, boating, swimming, view, or fishing, and they have enhanced fishing in the area. Historical Artifacts Petitioners contend that the project does not qualify for a letter of consent under rule 18-21.005(1)(c)16. That provision authorizes the Department, acting on behalf of the Board of Trustees of the Internal Improvement Trust Fund, to issue a letter of consent for "management activities associated with . . . historical sites . . . provided there is no permanent preemption by structures or exclusion of the general public." As noted above, the Island has a long and significant history dating back to the early 1700's and there are historic resources and artifacts on the Island. See Finding of Fact 10, supra. When there is an archeological site issue in a permit, the Department typically relies on information from the Division of Historical Resources of the Department of State. See Fla. Admin. Code R. 18-21.004(2)(c)("reports by other agencies with related statutory, management, or regulatory authority may be considered in evaluating specific requests to use sovereignty lands"). Here, the Department relied on information from that agency, which indicates that there are archeological resources at the project site. The Department of State also recommended placing fill over the artifacts to protect them, which will be accomplished by the proposed fill. In addition, the Department relied upon information contained in a survey conducted by Mr. Empie, a registered professional surveyor, to generally show where those artifacts are located. See Joint Exhibit 5, also referred to as the Empie survey. The evidence supports a finding that the project is for management activities associated with historical sites. The record shows that there is strong public support for the project. See Joint Ex. 33. Although many of the artifacts will be covered by the fill, the fill will actually protect them from damage, destruction, theft, and removal. By protecting them, future generations will be able to enjoy the artifacts. No "structures," as that term is defined in rule 18- 21.005(1)(c)16., are part of the project. Therefore, the project will not cause permanent preemption by structures. Contrary to Petitioners' assertion, the project will not exclude the general public from the fill area. The City contemplates that other activities, such as underwater snorkeling, will encourage the public to utilize the project site. The evidence supports a finding that the project qualifies for a letter of consent under this rule. Riparian Lines The Empie survey provides a reasonable depiction of the various riparian lines in the areas adjacent to the proposed project. See Joint Ex. 5. A professional surveyor with the Division of State Lands, Mr. Maddox, agreed that it was a reasonable depiction of the angle of the riparian lines and a "fair distribution of riparian areas," including that of Lot 37. The only property owner adjacent to the Island is Patricia Moreland, who owns Lot 36 and has resided on that parcel since 1956. As noted above, the isthmus meets the northwest boundary line of Lot 36. By executing a Letter of Concurrence, Ms. Moreland conferred upon the City all rights, both proprietary and riparian, that she has with respect to Lot See Joint Ex. 16. Petitioners contend that they own riparian rights appurtenant to their Lot 37, which is to the east of Lot 36. The City and Intervenor dispute this claim and contend that Lot 37 does not adjoin any navigable water and thus there are no riparian rights appurtenant to Lot 37. Assuming arguendo that Lot 37 adjoins Pensacola Bay, it is still separated from the project site by riparian areas appurtenant to the Moreland property (Lot 36) as well as the riparian areas appurtenant to the City property, i.e., the Island and isthmus. The Empie survey, which reasonably depicts the riparian lines in the project area, shows the project site as being approximately 300 feet inside the existing breakwater, which is shown as being no closer than 48.9 feet away from the westernmost riparian line appurtenant to Lot 37. See Joint Ex. The primary portion of the fill site is located around 370 feet from the closest point of the western riparian line appurtenant to Lot 37. Id. No portion of the project is located within 25 feet of the Lot 37 riparian line. Id. Petitioners presented no evidence disputing the riparian areas identified on the Empie survey or otherwise identifying the areas of riparian rights appurtenant to their property. While they engaged the services of Mr. Barrett, a professional land surveyor to prepare a boundary survey, the purpose of the survey was to show that Lot 37 adjoins Pensacola Bay, rather than depicting the riparian areas appurtenant to that lot. See Petitioners' Ex. 1. Infringement on Riparian Rights Rule 18-21.004(3)(c) requires that "activities [in submerged lands] must be designed and conducted in a manner that will not unreasonably restrict or infringe upon the riparian rights of adjacent upland property owners." (emphasis added) Petitioners contend that, even though they do not routinely use their riparian rights, the project will restrict or infringe upon their riparian rights of boating, swimming, navigation, and view. To make this determination, they assert that the appropriate test under the rule is mere infringement, and not "unreasonable" infringement; however, this interpretation is contrary to the plain wording in the rule. The main living floor of Petitioners' residence is approximately 50 feet above sea level. The emergent grasses will be located no closer than 500 feet from the edge of Lot 37 and 600 feet from their residence and are expected to grow only to a height of no more than two and one-half feet. The concern that the grasses will impair Petitioners' view is without merit. Although Dr. Cope initially believed that fill or grass would be placed or planted "all the way up to and abutting our lot 37," this interpretation of the City's plans was incorrect. A photograph taken from his back yard indicated that he could view the northeastern corner of the Island where new vegetation or fill might be placed, but the photograph depicted an area outside of the Lot 37 riparian area. See Petitioners' Ex. 18. While Dr. Cope initially stated that the new emergent grass would "clearly degrade the view from both the house and the shoreline," he later acknowledged that the project would not have any effect upon his view of Lot 37's riparian areas. There are a boathouse and dock in the waters behind Petitioners' house. However, Petitioners submitted no evidence to support their suggestion that the project might cause the water behind Lot 37 to become more shallow and adversely affect boating and navigation. Contrary evidence by the Department and City was unrefuted. Finally, Dr. Cope stated at hearing that he has never been swimming in Gilmore Bayou or Pensacola Bay and has no intention of doing so. His wife offered no evidence that she ever intends to swim in those waters. In summary, the activities undertaken in the project area will not unreasonably restrict or infringe upon Petitioners' riparian rights of swimming, boating, navigation, or view within the meaning of rule 18-21.004(3)(c). Petitioners' Standing Respondents and Intervenor contend that Petitioners lack standing to bring this action for two reasons: that they do not own Lot 37 individually but rather as trustees, and the petition was not filed in that capacity; and that Lot 37 does not adjoin navigable waters. See § 253.141(1), Fla. Stat. ("[r]iparian rights are those incident to land bordering upon navigable waters"). As described by the City's real estate expert, in June 2010, or before the instant petition in this case was filed, the Copes executed two deeds for estate planning purposes, which resulted in "legal title [being] owned part by Dr. and Ms. Cope as to one-half life estate and for Ms. Cope as to one-half for her life estate [and] then the remainder interest is vested in the trustees [of the D. Nathan Cope or Cynthia Russell Cope revocable trust agreements] for the remainder interests." Put in plainer language, this meant that the ownership of Lot 37 is now divided as follows: an undivided 50 percent is owned by the wife as to a life estate and by the wife's revocable trust as to the remainder interest, and the other undivided 50 percent is owned by the wife and husband as to a life estate for the husband's lifetime and by the husband's revocable trust as to the remainder interest. Therefore, there are four entities or persons with an ownership interest in the property: Dr. Cope, Mrs. Cope, Dr. Cope's trust, and Mrs. Cope's trust. The City presented expert testimony regarding the chain of title of Lot 37, beginning in June 1952 when the subdivision was first platted, and running through June 2010, when Petitioners conveyed the property to themselves as trustees of two revocable trusts. According to the expert, the subdivision plat in 1952 reflects a narrow strip of property (described as a hiatus strip) separating the entire subdivision, including Lot 37, from the waters of Gilmore Bayou, Pensacola Bay, and Woodland Lake, a nearby body of water. The strip was a park that was dedicated to the public. See Joint Ex. 1. In 1962, the developer conveyed by quit claim deed the entire strip to the record title holder of each lot in the subdivision. At that time, Lot 37 was owned by the Blaylocks. The expert found that each conveyance of Lot 37 that occurred after 1962, up to and including the Copes' purchase of the property in February 2008, did not include the hiatus parcel. Therefore, he opined that title in the strip property continues to remain with the Blaylocks. Besides his title search, the expert further corroborated this opinion by referring to a topographic survey of Lot 37 prepared in June 2005, see Joint Ex. 2a; a title insurance policy on Lot 37 issued in 2008 when the Copes purchased the property that specifically excludes title insurance for the hiatus parcel; and a recent Santa Rosa County tax bill describing the property without the hiatus parcel. In response, Petitioners contend that the hiatus strip never existed or the 1952 plat is invalid because it failed to comply with section 177.08, Florida Statutes (1951), which required that "all land within the boundaries of the plat must be accounted for either by blocks, out lots, parks, streets, alleys or excepted parcels." Because a dispute over the exact boundary lines of Lot 37 exists, this issue must be resolved in the appropriate circuit court. See § 26.012(2)(g). For purposes of deciding the merits of this case, however, it is unnecessary that this determination be made. Intervenor's Standing Dr. Tamburro currently resides on Lot 34, which faces Gilmore Bayou, and jointly owns the property with his wife. He uses the Bayou to boat and for other recreational purposes. He also uses the Island to swim, walk, and boat. The preservation of the Island is important to him since it serves as a barrier island in protecting his home during storm events. Although Dr. Tamburro's wife did not join in his petition to intervene (but appeared as his counsel), he still has a recognized ownership interest in the property.1
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Environmental Protection enter a final order approving the City's application for a Wetland Resource Permit and Letter of Consent to Use Sovereign Submerged Lands. DONE AND ENTERED this 20th day of April, 2011, in Tallahassee, Leon County, Florida. S D. R. ALEXANDER Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 20th day of April, 2011.
